Advanced search options

Advanced Search Options 🞨

Browse by author name (“Author name starts with…”).

Find ETDs with:

in
/  
in
/  
in
/  
in

Written in Published in Earliest date Latest date

Sorted by

Results per page:

Sorted by: relevance · author · university · dateNew search

You searched for subject:(Soft Soil). Showing records 1 – 30 of 66 total matches.

[1] [2] [3]

Search Limiters

Last 2 Years | English Only

Levels

Languages

Country

▼ Search Limiters


IUPUI

1. Roy, Ayan. Experimental Validation of Non-cohesive Soil Using Discrete Element Method.

Degree: 2018, IUPUI

Indiana University-Purdue University Indianapolis (IUPUI)

In this thesis, an explicit time integration code which integrates multibody dynamics (MBD) and the discrete element method (DEM) is… (more)

Subjects/Keywords: Multibody dynamics; Terramechanics; Soft soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Roy, A. (2018). Experimental Validation of Non-cohesive Soil Using Discrete Element Method. (Thesis). IUPUI. Retrieved from http://hdl.handle.net/1805/17961

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Roy, Ayan. “Experimental Validation of Non-cohesive Soil Using Discrete Element Method.” 2018. Thesis, IUPUI. Accessed March 29, 2020. http://hdl.handle.net/1805/17961.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Roy, Ayan. “Experimental Validation of Non-cohesive Soil Using Discrete Element Method.” 2018. Web. 29 Mar 2020.

Vancouver:

Roy A. Experimental Validation of Non-cohesive Soil Using Discrete Element Method. [Internet] [Thesis]. IUPUI; 2018. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1805/17961.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Roy A. Experimental Validation of Non-cohesive Soil Using Discrete Element Method. [Thesis]. IUPUI; 2018. Available from: http://hdl.handle.net/1805/17961

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Wollongong

2. Kianfar, Kourosh. Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils.

Degree: PhD, Department of Civil, Mining and Environmental Engineering, 2013, University of Wollongong

  Vacuum assisted radial consolidation has been increasingly used to stabilise soft clays worldwide. The advantages of the combined vacuum-surcharge pressure over the conventional surcharge… (more)

Subjects/Keywords: consolidation; soft soil; vertical drain; vacuum pressure

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kianfar, K. (2013). Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils. (Doctoral Dissertation). University of Wollongong. Retrieved from 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3850

Chicago Manual of Style (16th Edition):

Kianfar, Kourosh. “Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils.” 2013. Doctoral Dissertation, University of Wollongong. Accessed March 29, 2020. 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3850.

MLA Handbook (7th Edition):

Kianfar, Kourosh. “Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils.” 2013. Web. 29 Mar 2020.

Vancouver:

Kianfar K. Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils. [Internet] [Doctoral dissertation]. University of Wollongong; 2013. [cited 2020 Mar 29]. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3850.

Council of Science Editors:

Kianfar K. Implications of PVD and vacuum preloading on viscoplastic behaviour of soft soils. [Doctoral Dissertation]. University of Wollongong; 2013. Available from: 090501 Civil Geotechnical Engineering ; https://ro.uow.edu.au/theses/3850


Universidade Nova

3. Alves, Ricardo Manuel Monteiro. Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno.

Degree: 2011, Universidade Nova

Dissertação elaborada no Laboratório Nacional de Engenharia Civil para obtenção do grau de mestre em Engenharia Civil no Perfil de Geotecnia pela Faculdade de Ciências… (more)

Subjects/Keywords: Modelação da consolidação acelerada por drenos verticais; Fluência; Modelo Soft Soil; Modelo Soft Soil Creep

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Alves, R. M. M. (2011). Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno. (Thesis). Universidade Nova. Retrieved from http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/5890

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Alves, Ricardo Manuel Monteiro. “Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno.” 2011. Thesis, Universidade Nova. Accessed March 29, 2020. http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/5890.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Alves, Ricardo Manuel Monteiro. “Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno.” 2011. Web. 29 Mar 2020.

Vancouver:

Alves RMM. Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno. [Internet] [Thesis]. Universidade Nova; 2011. [cited 2020 Mar 29]. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/5890.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Alves RMM. Estudo de modelação da consolidação acelerada por drenos verticais tomando em consideração a fluência do terreno. [Thesis]. Universidade Nova; 2011. Available from: http://www.rcaap.pt/detail.jsp?id=oai:run.unl.pt:10362/5890

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Luleå University of Technology

4. Westerberg, Rebecka. Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat.

Degree: 2016, Luleå University of Technology

  In Gammelgården, north-west of Kalix, is a field test area located with a test-embankment on sulphide soil. The embankment is divided in to two… (more)

Subjects/Keywords: Life Earth Science; Bio- och geovetenskaper; PLAXIS 2D; Soft soil; Soft soil creep; krypsättning; Embankco

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Westerberg, R. (2016). Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57235

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Westerberg, Rebecka. “Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat.” 2016. Thesis, Luleå University of Technology. Accessed March 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57235.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Westerberg, Rebecka. “Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat.” 2016. Web. 29 Mar 2020.

Vancouver:

Westerberg R. Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat. [Internet] [Thesis]. Luleå University of Technology; 2016. [cited 2020 Mar 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57235.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Westerberg R. Sättning och portryck för en provbank på sulfidjord i Gammelgården : Jämförelse mellan FE-simuleringar och uppmätta resultat. [Thesis]. Luleå University of Technology; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-57235

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Indian Institute of Science

5. Suganya, K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.

Degree: 2013, Indian Institute of Science

Soft soil deposits of coastal regions and lowland areas pose many geotechnical problems but it is indispensable to utilize these grounds to meet the growing… (more)

Subjects/Keywords: Soil Stabilization; Soft Soils - India; Kuttanad Soil; Soft Clays; Kuttanad Soil - Geotechnical Properties; Kuttanad Soil - Chemical Properties; Soil Mineralogy; Soils - Composititon; Soil Mechanics; Soil Erosion; Kuttanad Soil Stabilization; Soil Compressibility; Kattanad Clays - Mineralogy; Kuttanad Soils - Composition; Kuttanad Soil Structure; Kuttanad Clay; Soft Organic Clay; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Suganya, K. (2013). Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Suganya, K. “Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.” 2013. Thesis, Indian Institute of Science. Accessed March 29, 2020. http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Suganya, K. “Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil.” 2013. Web. 29 Mar 2020.

Vancouver:

Suganya K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. [Internet] [Thesis]. Indian Institute of Science; 2013. [cited 2020 Mar 29]. Available from: http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Suganya K. Role of Composition, Structure and Physico-Chemical Environment on Stabilisation of Kuttanad Soil. [Thesis]. Indian Institute of Science; 2013. Available from: http://etd.iisc.ernet.in/2005/3387 ; http://etd.iisc.ernet.in/abstracts/4253/G25848-Abs.pdf

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Queensland University of Technology

6. Peiris, Thanuja Pubudini. Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation.

Degree: 2014, Queensland University of Technology

This research provides validated Finite Element techniques to analyse pile foundations under seismic loads. The results show that the capability of the technique to capture the important pile response which includes kinematic and inertial interaction effects, effects of soil stiffness and depth on pile deflection patterns and permanent deformations.

Subjects/Keywords: soil-pile interaction; seismic excitation; kinematic interaction; inertial interaction; multi-layered soil; soft soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Peiris, T. P. (2014). Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/75518/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Peiris, Thanuja Pubudini. “Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation.” 2014. Thesis, Queensland University of Technology. Accessed March 29, 2020. https://eprints.qut.edu.au/75518/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Peiris, Thanuja Pubudini. “Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation.” 2014. Web. 29 Mar 2020.

Vancouver:

Peiris TP. Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation. [Internet] [Thesis]. Queensland University of Technology; 2014. [cited 2020 Mar 29]. Available from: https://eprints.qut.edu.au/75518/.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Peiris TP. Soil-pile interaction of pile embedded in deep layered marine sediment under seismic excitation. [Thesis]. Queensland University of Technology; 2014. Available from: https://eprints.qut.edu.au/75518/

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Virginia Tech

7. Pinto, Eduardo Jose. A Three Dimensional Discretized Tire Model For Soft Soil Applications.

Degree: MS, Mechanical Engineering, 2012, Virginia Tech

 A significant number of studies address various aspects related to tire modeling; most are dedicated to the development of tire models for on-road conditions. Such… (more)

Subjects/Keywords: terramechanics; soft soil tire model; vehicle dynamics; off-road

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Pinto, E. J. (2012). A Three Dimensional Discretized Tire Model For Soft Soil Applications. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/41335

Chicago Manual of Style (16th Edition):

Pinto, Eduardo Jose. “A Three Dimensional Discretized Tire Model For Soft Soil Applications.” 2012. Masters Thesis, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/41335.

MLA Handbook (7th Edition):

Pinto, Eduardo Jose. “A Three Dimensional Discretized Tire Model For Soft Soil Applications.” 2012. Web. 29 Mar 2020.

Vancouver:

Pinto EJ. A Three Dimensional Discretized Tire Model For Soft Soil Applications. [Internet] [Masters thesis]. Virginia Tech; 2012. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/41335.

Council of Science Editors:

Pinto EJ. A Three Dimensional Discretized Tire Model For Soft Soil Applications. [Masters Thesis]. Virginia Tech; 2012. Available from: http://hdl.handle.net/10919/41335


Virginia Tech

8. Naranjo, Scott David. Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain.

Degree: MS, Mechanical Engineering, 2013, Virginia Tech

 The main goal of this study is to improve the understanding of the interaction between a pneumatic tire and deformable terrain. A design of experiments… (more)

Subjects/Keywords: terramechanics; tires; soft soil; single wheel tester; tire instrumentation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Naranjo, S. D. (2013). Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/51165

Chicago Manual of Style (16th Edition):

Naranjo, Scott David. “Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain.” 2013. Masters Thesis, Virginia Tech. Accessed March 29, 2020. http://hdl.handle.net/10919/51165.

MLA Handbook (7th Edition):

Naranjo, Scott David. “Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain.” 2013. Web. 29 Mar 2020.

Vancouver:

Naranjo SD. Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain. [Internet] [Masters thesis]. Virginia Tech; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10919/51165.

Council of Science Editors:

Naranjo SD. Experimental Investigation of the Tractive Performance of an Instrumented Off Road Tire in a Soft Soil Terrain. [Masters Thesis]. Virginia Tech; 2013. Available from: http://hdl.handle.net/10919/51165


University of Cambridge

9. Korff, Mandy. Response of piled buildings to the construction of deep excavations.

Degree: PhD, 2013, University of Cambridge

 Trends in the construction of deep excavations include deeper excavations situated closer to buildings. This research provides insight into mechanisms of soil-structure interaction for piled… (more)

Subjects/Keywords: Deep excavation; Negative skin friction; Piles; Monitoring; Soft soil; Settlement; Building

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Korff, M. (2013). Response of piled buildings to the construction of deep excavations. (Doctoral Dissertation). University of Cambridge. Retrieved from http://www.dspace.cam.ac.uk/handle/1810/244715https://www.repository.cam.ac.uk/bitstream/1810/244715/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/3/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/5/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/6/ResponseofPiledBuildingsKorffIOS.pdf.jpg

Chicago Manual of Style (16th Edition):

Korff, Mandy. “Response of piled buildings to the construction of deep excavations.” 2013. Doctoral Dissertation, University of Cambridge. Accessed March 29, 2020. http://www.dspace.cam.ac.uk/handle/1810/244715https://www.repository.cam.ac.uk/bitstream/1810/244715/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/3/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/5/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/6/ResponseofPiledBuildingsKorffIOS.pdf.jpg.

MLA Handbook (7th Edition):

Korff, Mandy. “Response of piled buildings to the construction of deep excavations.” 2013. Web. 29 Mar 2020.

Vancouver:

Korff M. Response of piled buildings to the construction of deep excavations. [Internet] [Doctoral dissertation]. University of Cambridge; 2013. [cited 2020 Mar 29]. Available from: http://www.dspace.cam.ac.uk/handle/1810/244715https://www.repository.cam.ac.uk/bitstream/1810/244715/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/3/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/5/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/6/ResponseofPiledBuildingsKorffIOS.pdf.jpg.

Council of Science Editors:

Korff M. Response of piled buildings to the construction of deep excavations. [Doctoral Dissertation]. University of Cambridge; 2013. Available from: http://www.dspace.cam.ac.uk/handle/1810/244715https://www.repository.cam.ac.uk/bitstream/1810/244715/2/license.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/3/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/5/ResponseofPiledBuildingsKorffIOS.pdf.txt ; https://www.repository.cam.ac.uk/bitstream/1810/244715/6/ResponseofPiledBuildingsKorffIOS.pdf.jpg


Delft University of Technology

10. Faassen, T.F. Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:.

Degree: 1998, Delft University of Technology

 Het uitgangspunt voor dit afstudeeronderzoek is de aanleg van een ondergronds goederenvervoersysteem onder een stedelijk gebied geweest. Een bepaalde uitvoeringstechniek die hiervoor gebruikt zou kunnen… (more)

Subjects/Keywords: bored tunnels; soft soil; bend

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Faassen, T. F. (1998). Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:c7cc8bc7-d767-478f-9803-88500be7b3c2

Chicago Manual of Style (16th Edition):

Faassen, T F. “Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:.” 1998. Masters Thesis, Delft University of Technology. Accessed March 29, 2020. http://resolver.tudelft.nl/uuid:c7cc8bc7-d767-478f-9803-88500be7b3c2.

MLA Handbook (7th Edition):

Faassen, T F. “Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:.” 1998. Web. 29 Mar 2020.

Vancouver:

Faassen TF. Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:. [Internet] [Masters thesis]. Delft University of Technology; 1998. [cited 2020 Mar 29]. Available from: http://resolver.tudelft.nl/uuid:c7cc8bc7-d767-478f-9803-88500be7b3c2.

Council of Science Editors:

Faassen TF. Het boren van bochten in slappe grond: De mogelijkheid van microtunneling voor de aanleg van ondergrondse stedelijke vervoerssystemen:. [Masters Thesis]. Delft University of Technology; 1998. Available from: http://resolver.tudelft.nl/uuid:c7cc8bc7-d767-478f-9803-88500be7b3c2


Luleå University of Technology

11. Gunnvard, Per. Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality.

Degree: 2016, Luleå University of Technology

Road 685 between Vibbyn and Skogså in the Boden municipality has, due to large quantities of sulphide soil and a nearby creek, been subjected… (more)

Subjects/Keywords: Technology; Teknik; Finita elementmetoden; PLAXIS 3D; träpålning; soft soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Gunnvard, P. (2016). Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47407

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Gunnvard, Per. “Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality.” 2016. Thesis, Luleå University of Technology. Accessed March 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47407.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Gunnvard, Per. “Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality.” 2016. Web. 29 Mar 2020.

Vancouver:

Gunnvard P. Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality. [Internet] [Thesis]. Luleå University of Technology; 2016. [cited 2020 Mar 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47407.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Gunnvard P. Evaluation of the Efficiency of the Standardized Norrland Method : Analyses with the finite element program PLAXIS on the case of road 685 Vibbyn - Skogså, Boden municipality. [Thesis]. Luleå University of Technology; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-47407

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Luleå University of Technology

12. Kahlström, Mats. Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models.

Degree: 2013, Luleå University of Technology

Soft soils such as clays, clayey silts and peats demonstrate a high degree of compressibility compared to other soils. In oedometer testing, normally consolidated… (more)

Subjects/Keywords: Technology; Teknik; Lera; primär konsolidering; plaxis 2d; soft soil; Nordsjön; materialmodel

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Kahlström, M. (2013). Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-49929

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Kahlström, Mats. “Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models.” 2013. Thesis, Luleå University of Technology. Accessed March 29, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-49929.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Kahlström, Mats. “Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models.” 2013. Web. 29 Mar 2020.

Vancouver:

Kahlström M. Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models. [Internet] [Thesis]. Luleå University of Technology; 2013. [cited 2020 Mar 29]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-49929.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Kahlström M. Plaxis 2D Comparison of Mohr-Coulomb and Soft Soil Material Models. [Thesis]. Luleå University of Technology; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-49929

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of California – Berkeley

13. Vera-Grunauer, Xavier F. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.

Degree: Civil and Environmental Engineering, 2014, University of California – Berkeley

 The influence of diatoms on clayey soils behavior has been shown to be important through studies of these soil deposits in Japan, Mexico, Thailand, among… (more)

Subjects/Keywords: Civil engineering; Geophysical engineering; cyclic testing; dynamic site response of soft soil; geotechnical engineering; Guayaquil clay; numerical modelling; soft clay

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Vera-Grunauer, X. F. (2014). Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. (Thesis). University of California – Berkeley. Retrieved from http://www.escholarship.org/uc/item/4wb0444r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Vera-Grunauer, Xavier F. “Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.” 2014. Thesis, University of California – Berkeley. Accessed March 29, 2020. http://www.escholarship.org/uc/item/4wb0444r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Vera-Grunauer, Xavier F. “Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit.” 2014. Web. 29 Mar 2020.

Vancouver:

Vera-Grunauer XF. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. [Internet] [Thesis]. University of California – Berkeley; 2014. [cited 2020 Mar 29]. Available from: http://www.escholarship.org/uc/item/4wb0444r.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Vera-Grunauer XF. Seismic Response of a Soft, High Plasticity, Diatomaceous Naturally Cemented Clay Deposit. [Thesis]. University of California – Berkeley; 2014. Available from: http://www.escholarship.org/uc/item/4wb0444r

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of New South Wales

14. Karim, Md. Rajibul. Modeling the long term behaviour of soft soils.

Degree: Engineering & Information Technology, 2011, University of New South Wales

Soft soils are often associated with low shear strength and high water content and many of them show large time dependent deformations when structures like… (more)

Subjects/Keywords: Elastic viscoplastic (EVP) model; Soft soils; Ground deformations; Behaviour of PVD improved soft soils; Road embankments; Lateral movements of the foundation soil; Post construction soil movement

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Karim, M. R. (2011). Modeling the long term behaviour of soft soils. (Doctoral Dissertation). University of New South Wales. Retrieved from http://handle.unsw.edu.au/1959.4/51423 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10107/SOURCE01?view=true

Chicago Manual of Style (16th Edition):

Karim, Md Rajibul. “Modeling the long term behaviour of soft soils.” 2011. Doctoral Dissertation, University of New South Wales. Accessed March 29, 2020. http://handle.unsw.edu.au/1959.4/51423 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10107/SOURCE01?view=true.

MLA Handbook (7th Edition):

Karim, Md Rajibul. “Modeling the long term behaviour of soft soils.” 2011. Web. 29 Mar 2020.

Vancouver:

Karim MR. Modeling the long term behaviour of soft soils. [Internet] [Doctoral dissertation]. University of New South Wales; 2011. [cited 2020 Mar 29]. Available from: http://handle.unsw.edu.au/1959.4/51423 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10107/SOURCE01?view=true.

Council of Science Editors:

Karim MR. Modeling the long term behaviour of soft soils. [Doctoral Dissertation]. University of New South Wales; 2011. Available from: http://handle.unsw.edu.au/1959.4/51423 ; https://unsworks.unsw.edu.au/fapi/datastream/unsworks:10107/SOURCE01?view=true

15. Fuertes Ampuero, Milagros Victoria. Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia.

Degree: Mestrado, Engenharia Geotécnica, 2012, University of São Paulo

Os aterros reforçados sobre solo mole de resistência crescente com a profundidade, podem apresentar problemas durante o processo construtivo com respeito às rupturas e aos… (more)

Subjects/Keywords: Aterro sobre solos moles; Aterros reforçados; Embankment on soft clayey soil; Geossintéticos; Geosynthetic; Reinforced embankment

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Fuertes Ampuero, M. V. (2012). Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-03072013-153310/ ;

Chicago Manual of Style (16th Edition):

Fuertes Ampuero, Milagros Victoria. “Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia.” 2012. Masters Thesis, University of São Paulo. Accessed March 29, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-03072013-153310/ ;.

MLA Handbook (7th Edition):

Fuertes Ampuero, Milagros Victoria. “Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia.” 2012. Web. 29 Mar 2020.

Vancouver:

Fuertes Ampuero MV. Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia. [Internet] [Masters thesis]. University of São Paulo; 2012. [cited 2020 Mar 29]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-03072013-153310/ ;.

Council of Science Editors:

Fuertes Ampuero MV. Análise numérica e analítica de aterros reforçados sobre solos moles com uma camada superficial de areia. [Masters Thesis]. University of São Paulo; 2012. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-03072013-153310/ ;


Penn State University

16. Tang, Xiaochao. A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING.

Degree: PhD, Civil Engineering, 2010, Penn State University

 A total of four different geogrid products were subjected to an in-depth investigation through multi-scale tests: in-air index testing, bench-scale testing, and pit-scale accelerated pavement… (more)

Subjects/Keywords: pavements; geogrid; soft soil subgrade; accelerated testing; instrumentation; mechanistic empirical design; finite element

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Tang, X. (2010). A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING. (Doctoral Dissertation). Penn State University. Retrieved from https://etda.libraries.psu.edu/catalog/11638

Chicago Manual of Style (16th Edition):

Tang, Xiaochao. “A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING.” 2010. Doctoral Dissertation, Penn State University. Accessed March 29, 2020. https://etda.libraries.psu.edu/catalog/11638.

MLA Handbook (7th Edition):

Tang, Xiaochao. “A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING.” 2010. Web. 29 Mar 2020.

Vancouver:

Tang X. A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING. [Internet] [Doctoral dissertation]. Penn State University; 2010. [cited 2020 Mar 29]. Available from: https://etda.libraries.psu.edu/catalog/11638.

Council of Science Editors:

Tang X. A STUDY OF PERMANENT DEFORMATION BEHAVIOR OF GEOGRID-REINFORCED FLEXIBLE PAVEMENTS USING SMALL SCALE ACCELERATED PAVEMENT TESTING. [Doctoral Dissertation]. Penn State University; 2010. Available from: https://etda.libraries.psu.edu/catalog/11638


Universidade do Rio Grande do Sul

17. Dienstmann, Gracieli. Projeto interativo dos molhes da Barra do Rio Grande-RS.

Degree: 2011, Universidade do Rio Grande do Sul

O presente trabalho detalha o conceito de Projeto Interativo aplicado à obra de ampliação dos Molhes da Barra do Rio Grande-RS, uma das maiores obras… (more)

Subjects/Keywords: Interactive design; Aterro; Geotecnica; Security levels; Embankments on soft soil; Molhes; Rio Grande (RS)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Dienstmann, G. (2011). Projeto interativo dos molhes da Barra do Rio Grande-RS. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/32005

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Dienstmann, Gracieli. “Projeto interativo dos molhes da Barra do Rio Grande-RS.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed March 29, 2020. http://hdl.handle.net/10183/32005.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Dienstmann, Gracieli. “Projeto interativo dos molhes da Barra do Rio Grande-RS.” 2011. Web. 29 Mar 2020.

Vancouver:

Dienstmann G. Projeto interativo dos molhes da Barra do Rio Grande-RS. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10183/32005.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Dienstmann G. Projeto interativo dos molhes da Barra do Rio Grande-RS. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/32005

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


University of Cambridge

18. Korff, Mandy. Response of piled buildings to the construction of deep excavations.

Degree: PhD, 2013, University of Cambridge

 Trends in the construction of deep excavations include deeper excavations situated closer to buildings. This research provides insight into mechanisms of soil-structure interaction for piled… (more)

Subjects/Keywords: 624.1; Deep excavation; Negative skin friction; Piles; Monitoring; Soft soil; Settlement; Building

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Korff, M. (2013). Response of piled buildings to the construction of deep excavations. (Doctoral Dissertation). University of Cambridge. Retrieved from https://www.repository.cam.ac.uk/handle/1810/244715 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.590213

Chicago Manual of Style (16th Edition):

Korff, Mandy. “Response of piled buildings to the construction of deep excavations.” 2013. Doctoral Dissertation, University of Cambridge. Accessed March 29, 2020. https://www.repository.cam.ac.uk/handle/1810/244715 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.590213.

MLA Handbook (7th Edition):

Korff, Mandy. “Response of piled buildings to the construction of deep excavations.” 2013. Web. 29 Mar 2020.

Vancouver:

Korff M. Response of piled buildings to the construction of deep excavations. [Internet] [Doctoral dissertation]. University of Cambridge; 2013. [cited 2020 Mar 29]. Available from: https://www.repository.cam.ac.uk/handle/1810/244715 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.590213.

Council of Science Editors:

Korff M. Response of piled buildings to the construction of deep excavations. [Doctoral Dissertation]. University of Cambridge; 2013. Available from: https://www.repository.cam.ac.uk/handle/1810/244715 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.590213


Delft University of Technology

19. De Nijs, R. Verweking van grond aan het boorfront:.

Degree: 1996, Delft University of Technology

 Tijdens tunnelboringen onder de Nederlandse bodemomstandigheden wordt gevreesd voor het verschijnsel verweking. Verweking is een verschijnsel waarbij verzadigde losgepakte zandgronden ten gevolge van een belasting… (more)

Subjects/Keywords: bored tunnels; TBM; soft soil; verweking

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

De Nijs, R. (1996). Verweking van grond aan het boorfront:. (Masters Thesis). Delft University of Technology. Retrieved from http://resolver.tudelft.nl/uuid:f352ce59-65b3-4dfa-90d0-036e5f19bf27

Chicago Manual of Style (16th Edition):

De Nijs, R. “Verweking van grond aan het boorfront:.” 1996. Masters Thesis, Delft University of Technology. Accessed March 29, 2020. http://resolver.tudelft.nl/uuid:f352ce59-65b3-4dfa-90d0-036e5f19bf27.

MLA Handbook (7th Edition):

De Nijs, R. “Verweking van grond aan het boorfront:.” 1996. Web. 29 Mar 2020.

Vancouver:

De Nijs R. Verweking van grond aan het boorfront:. [Internet] [Masters thesis]. Delft University of Technology; 1996. [cited 2020 Mar 29]. Available from: http://resolver.tudelft.nl/uuid:f352ce59-65b3-4dfa-90d0-036e5f19bf27.

Council of Science Editors:

De Nijs R. Verweking van grond aan het boorfront:. [Masters Thesis]. Delft University of Technology; 1996. Available from: http://resolver.tudelft.nl/uuid:f352ce59-65b3-4dfa-90d0-036e5f19bf27


University of Oklahoma

20. Taghavi, Amirata. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.

Degree: PhD, 2015, University of Oklahoma

 In the design of pile foundations subjected to lateral loading, one of the objectives is to restrict the lateral displacements. Improving the soil surrounding the… (more)

Subjects/Keywords: Geotechnical Engineering; Earthquake Engineering; Pile Groups; Ground Improvement; Soft Clay; Soil-Structure Interaction

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Taghavi, A. (2015). SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. (Doctoral Dissertation). University of Oklahoma. Retrieved from http://hdl.handle.net/11244/23316

Chicago Manual of Style (16th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Doctoral Dissertation, University of Oklahoma. Accessed March 29, 2020. http://hdl.handle.net/11244/23316.

MLA Handbook (7th Edition):

Taghavi, Amirata. “SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING.” 2015. Web. 29 Mar 2020.

Vancouver:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Internet] [Doctoral dissertation]. University of Oklahoma; 2015. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/11244/23316.

Council of Science Editors:

Taghavi A. SEISMIC AND QUASI-STATIC LATERAL LOAD BEHAVIOR OF PILE GROUPS IN IMPROVED SOFT CLAY: CENTRIFUGE AND NUMERICAL MODELING. [Doctoral Dissertation]. University of Oklahoma; 2015. Available from: http://hdl.handle.net/11244/23316


University of Newcastle

21. Parkinson, Matthew John. Strain rate effects in Ballina clay: implications for settlement and stability of embankments.

Degree: MPhil, 2018, University of Newcastle

Masters Research - Master of Philosophy (MPhil)

This thesis evaluates the influence of strain rate on the mechanical properties of Ballina clay, an estuarine soft(more)

Subjects/Keywords: strain rate; ballina clay; soft soil; settlement; stability; embankment; analysis; laboratory testing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Parkinson, M. J. (2018). Strain rate effects in Ballina clay: implications for settlement and stability of embankments. (Masters Thesis). University of Newcastle. Retrieved from http://hdl.handle.net/1959.13/1395015

Chicago Manual of Style (16th Edition):

Parkinson, Matthew John. “Strain rate effects in Ballina clay: implications for settlement and stability of embankments.” 2018. Masters Thesis, University of Newcastle. Accessed March 29, 2020. http://hdl.handle.net/1959.13/1395015.

MLA Handbook (7th Edition):

Parkinson, Matthew John. “Strain rate effects in Ballina clay: implications for settlement and stability of embankments.” 2018. Web. 29 Mar 2020.

Vancouver:

Parkinson MJ. Strain rate effects in Ballina clay: implications for settlement and stability of embankments. [Internet] [Masters thesis]. University of Newcastle; 2018. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1959.13/1395015.

Council of Science Editors:

Parkinson MJ. Strain rate effects in Ballina clay: implications for settlement and stability of embankments. [Masters Thesis]. University of Newcastle; 2018. Available from: http://hdl.handle.net/1959.13/1395015

22. Lopez Jimenez, Guillermo Alfonso. Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil.

Degree: Docteur es, Matériaux, Mécanique, Génie civil, Electrochimie, 2019, Grenoble Alpes

 De nombreux tremblements de terre ont provoqué l’effondrement de structures importantes. La conception des structures résistant aux séismes dépend fortement de l’interaction sol-fondation-structure. Cette interaction… (more)

Subjects/Keywords: Sol mou; Dynamique; Inclusions rigides; Pieux; Liquéfaction; Dynanic; Soft soil; Rigid inclusions; Piles; Liquefaction; 530

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lopez Jimenez, G. A. (2019). Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil. (Doctoral Dissertation). Grenoble Alpes. Retrieved from http://www.theses.fr/2019GREAI032

Chicago Manual of Style (16th Edition):

Lopez Jimenez, Guillermo Alfonso. “Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil.” 2019. Doctoral Dissertation, Grenoble Alpes. Accessed March 29, 2020. http://www.theses.fr/2019GREAI032.

MLA Handbook (7th Edition):

Lopez Jimenez, Guillermo Alfonso. “Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil.” 2019. Web. 29 Mar 2020.

Vancouver:

Lopez Jimenez GA. Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil. [Internet] [Doctoral dissertation]. Grenoble Alpes; 2019. [cited 2020 Mar 29]. Available from: http://www.theses.fr/2019GREAI032.

Council of Science Editors:

Lopez Jimenez GA. Comportement statique et dynamique de massifs de sol compressible renforcés par inclusions rigides : Static and Dynamic behaviour of pile supported structures in soft soil. [Doctoral Dissertation]. Grenoble Alpes; 2019. Available from: http://www.theses.fr/2019GREAI032

23. WEIHARD, Jon. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .

Degree: Chalmers tekniska högskola / Institutionen för arkitektur och samhällsbyggnadsteknik (ACE), 2019, Chalmers University of Technology

 Massundanträngning är ett resultat av att stora volymer pålar trycks ned i marken vilket leder till förskjutning av jordmassor i omgivande mark. Förskjutningen innebär markrörelser,… (more)

Subjects/Keywords: Massundanträngning; lera; konsolidering; hävning; FEM; Plaxis 2D; Soft soil; Modified cam clay; Sagasetametoden; Hellman/Rehnman

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

WEIHARD, J. (2019). Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . (Thesis). Chalmers University of Technology. Retrieved from http://hdl.handle.net/20.500.12380/300123

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

WEIHARD, Jon. “Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .” 2019. Thesis, Chalmers University of Technology. Accessed March 29, 2020. http://hdl.handle.net/20.500.12380/300123.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

WEIHARD, Jon. “Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera .” 2019. Web. 29 Mar 2020.

Vancouver:

WEIHARD J. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . [Internet] [Thesis]. Chalmers University of Technology; 2019. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/20.500.12380/300123.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

WEIHARD J. Massundanträngningens tillbakagång - En FE-analys av primär konsolidering till följd av pålning i lera . [Thesis]. Chalmers University of Technology; 2019. Available from: http://hdl.handle.net/20.500.12380/300123

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

24. GOH TEIK LIM. Stabilisation of an excavation by an embedded improved soil layer.

Degree: 2004, National University of Singapore

Subjects/Keywords: excavation; soft soil; improved soil; untreated soil gap; berm; centrifuge

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

LIM, G. T. (2004). Stabilisation of an excavation by an embedded improved soil layer. (Thesis). National University of Singapore. Retrieved from http://scholarbank.nus.edu.sg/handle/10635/13635

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

LIM, GOH TEIK. “Stabilisation of an excavation by an embedded improved soil layer.” 2004. Thesis, National University of Singapore. Accessed March 29, 2020. http://scholarbank.nus.edu.sg/handle/10635/13635.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

LIM, GOH TEIK. “Stabilisation of an excavation by an embedded improved soil layer.” 2004. Web. 29 Mar 2020.

Vancouver:

LIM GT. Stabilisation of an excavation by an embedded improved soil layer. [Internet] [Thesis]. National University of Singapore; 2004. [cited 2020 Mar 29]. Available from: http://scholarbank.nus.edu.sg/handle/10635/13635.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

LIM GT. Stabilisation of an excavation by an embedded improved soil layer. [Thesis]. National University of Singapore; 2004. Available from: http://scholarbank.nus.edu.sg/handle/10635/13635

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Georgia Tech

25. Turel, Mesut. Soft computing based spatial analysis of earthquake triggered coherent landslides.

Degree: PhD, Civil and Environmental Engineering, 2011, Georgia Tech

 Earthquake triggered landslides cause loss of life, destroy structures, roads, powerlines, and pipelines and therefore they have a direct impact on the social and economic… (more)

Subjects/Keywords: Earthquake triggered coherent landslides; Soft computing methods; GIS; Slope profile delineation; Landslide hazard analysis; Landslides; Soil mechanics; Soft computing; Electronic data processing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Turel, M. (2011). Soft computing based spatial analysis of earthquake triggered coherent landslides. (Doctoral Dissertation). Georgia Tech. Retrieved from http://hdl.handle.net/1853/45909

Chicago Manual of Style (16th Edition):

Turel, Mesut. “Soft computing based spatial analysis of earthquake triggered coherent landslides.” 2011. Doctoral Dissertation, Georgia Tech. Accessed March 29, 2020. http://hdl.handle.net/1853/45909.

MLA Handbook (7th Edition):

Turel, Mesut. “Soft computing based spatial analysis of earthquake triggered coherent landslides.” 2011. Web. 29 Mar 2020.

Vancouver:

Turel M. Soft computing based spatial analysis of earthquake triggered coherent landslides. [Internet] [Doctoral dissertation]. Georgia Tech; 2011. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/1853/45909.

Council of Science Editors:

Turel M. Soft computing based spatial analysis of earthquake triggered coherent landslides. [Doctoral Dissertation]. Georgia Tech; 2011. Available from: http://hdl.handle.net/1853/45909


University of Bradford

26. Schotsmans, Eline Marie Joseph. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.

Degree: PhD, 2013, University of Bradford

 The inclusion of lime in burials is observed in historical and archaeological records, in contemporary mass graves and forensic cases. Clearly there are controversies within… (more)

Subjects/Keywords: 930.1; Hydrated lime; Quicklime; Taphonomy; Desiccation; Soft tissue; Soil; Microbiology; Histology; Raman spectroscopy; Rwanda; Buried human remains; Decomposition; Lime burials

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Schotsmans, E. M. J. (2013). The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. (Doctoral Dissertation). University of Bradford. Retrieved from http://hdl.handle.net/10454/6302

Chicago Manual of Style (16th Edition):

Schotsmans, Eline Marie Joseph. “The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.” 2013. Doctoral Dissertation, University of Bradford. Accessed March 29, 2020. http://hdl.handle.net/10454/6302.

MLA Handbook (7th Edition):

Schotsmans, Eline Marie Joseph. “The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application.” 2013. Web. 29 Mar 2020.

Vancouver:

Schotsmans EMJ. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. [Internet] [Doctoral dissertation]. University of Bradford; 2013. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10454/6302.

Council of Science Editors:

Schotsmans EMJ. The effects of lime on the decomposition of buried human remains : a field and laboratory based study for forensic and archaeological application. [Doctoral Dissertation]. University of Bradford; 2013. Available from: http://hdl.handle.net/10454/6302


Universidade do Estado do Rio de Janeiro

27. Bruno Teixeira Lima. Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro.

Degree: Master, 2007, Universidade do Estado do Rio de Janeiro

A complexidade na previsão do comportamento de aterros sobre solos compressíveis representa um desafio para os engenheiros geotécnicos, mesmo os mais experientes. As limitações das… (more)

Subjects/Keywords: Engenharia Civil; Argila Mole; Aterro; Modelagem Numérica; Civil Engineering; Soft Soil; Embankment; Numerical Modeling; ENGENHARIA CIVIL

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Lima, B. T. (2007). Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=9675 ;

Chicago Manual of Style (16th Edition):

Lima, Bruno Teixeira. “Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro.” 2007. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed March 29, 2020. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=9675 ;.

MLA Handbook (7th Edition):

Lima, Bruno Teixeira. “Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro.” 2007. Web. 29 Mar 2020.

Vancouver:

Lima BT. Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2007. [cited 2020 Mar 29]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=9675 ;.

Council of Science Editors:

Lima BT. Modelagem Numérica da Construção de Aterro Instrumentado na Baixada Fluminense, Rio de Janeiro. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2007. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=9675 ;

28. Nogueira, Estela Grassi. Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP.

Degree: Mestrado, Engenharia Geotécnica, 2010, University of São Paulo

A construção do Rodoanel Trecho Sul movimentou o meio geotécnico, gerando novas informações sobre os solos locais e apresentando novas tecnologias construtivas, já disponíveis em… (more)

Subjects/Keywords: Consolidação profunda radial; Deep radial consolidation; Rodoanel South Stretch; Rodoanel Trecho Sul; Soft soil treatment; Tratamento de solos moles

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Nogueira, E. G. (2010). Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-20102010-163130/ ;

Chicago Manual of Style (16th Edition):

Nogueira, Estela Grassi. “Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP.” 2010. Masters Thesis, University of São Paulo. Accessed March 29, 2020. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-20102010-163130/ ;.

MLA Handbook (7th Edition):

Nogueira, Estela Grassi. “Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP.” 2010. Web. 29 Mar 2020.

Vancouver:

Nogueira EG. Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP. [Internet] [Masters thesis]. University of São Paulo; 2010. [cited 2020 Mar 29]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-20102010-163130/ ;.

Council of Science Editors:

Nogueira EG. Estudo de algumas soluções de tratamento de solos moles para construção de aterros no Trecho Sul do Rodoanel - SP. [Masters Thesis]. University of São Paulo; 2010. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-20102010-163130/ ;


Universidade do Rio Grande do Sul

29. Rabassa, Camila Mendonça. Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil.

Degree: 2010, Universidade do Rio Grande do Sul

O presente trabalho apresenta um estudo das condições geotécnicas e do monitoramento da obra de ampliação dos molhes, proteção da entrada do canal de navegação… (more)

Subjects/Keywords: Monitoramento do solo; Instrumentation; Geotecnica; Subsoil monitoring; Sea soil; Ensaios (Engenharia); Instrumentação; Soft soils; Molhes; Rio Grande (RS)

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Rabassa, C. M. (2010). Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/49292

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Rabassa, Camila Mendonça. “Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil.” 2010. Thesis, Universidade do Rio Grande do Sul. Accessed March 29, 2020. http://hdl.handle.net/10183/49292.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Rabassa, Camila Mendonça. “Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil.” 2010. Web. 29 Mar 2020.

Vancouver:

Rabassa CM. Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2010. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10183/49292.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Rabassa CM. Monitoramento geotécnico da obra de ampliação dos molhes do Rio Grande, Brasil. [Thesis]. Universidade do Rio Grande do Sul; 2010. Available from: http://hdl.handle.net/10183/49292

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation


Universidade do Rio Grande do Sul

30. Teixeira, Bruno dos Santos. Resistência de solos moles orgânicos artificialmente cimentados.

Degree: 2014, Universidade do Rio Grande do Sul

A estabilização de solos é uma técnica através da qual se busca a melhoria das características de comportamento do solo, especialmente em termos de resistência,… (more)

Subjects/Keywords: Estabilização do solo; Penetration; Solo cimentado; Soft soil; Ensaios de solos; Organic matter; Peat and artificial cementation

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

APA · Chicago · MLA · Vancouver · CSE | Export to Zotero / EndNote / Reference Manager

APA (6th Edition):

Teixeira, B. d. S. (2014). Resistência de solos moles orgânicos artificialmente cimentados. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/127875

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Teixeira, Bruno dos Santos. “Resistência de solos moles orgânicos artificialmente cimentados.” 2014. Thesis, Universidade do Rio Grande do Sul. Accessed March 29, 2020. http://hdl.handle.net/10183/127875.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Teixeira, Bruno dos Santos. “Resistência de solos moles orgânicos artificialmente cimentados.” 2014. Web. 29 Mar 2020.

Vancouver:

Teixeira BdS. Resistência de solos moles orgânicos artificialmente cimentados. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2014. [cited 2020 Mar 29]. Available from: http://hdl.handle.net/10183/127875.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

Council of Science Editors:

Teixeira BdS. Resistência de solos moles orgânicos artificialmente cimentados. [Thesis]. Universidade do Rio Grande do Sul; 2014. Available from: http://hdl.handle.net/10183/127875

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation

[1] [2] [3]

.