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:(Soil Modulus). Showing records 1 – 30 of 49 total matches.

[1] [2]

Search Limiters

Last 2 Years | English Only

Levels

▼ Search Limiters


University of Ottawa

1. Hana Hussin Adem. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .

Degree: 2015, University of Ottawa

 Expansive soils are widely distributed in arid and semi-arid regions around the world and are typically found in a state of unsaturated condition. These soils… (more)

Subjects/Keywords: Unsaturated Expansive Soil; Soil Movement; Prediction Method; Soil Suction; Modulus of Elasticity; Soil-Atmospheric Interactions

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Adem, H. H. (2015). Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/31910

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):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Thesis, University of Ottawa. Accessed January 23, 2020. http://hdl.handle.net/10393/31910.

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

MLA Handbook (7th Edition):

Adem, Hana Hussin. “Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils .” 2015. Web. 23 Jan 2020.

Vancouver:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Internet] [Thesis]. University of Ottawa; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10393/31910.

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

Council of Science Editors:

Adem HH. Modulus of Elasticity Based Method for Estimating the Vertical Movement of Natural Unsaturated Expansive Soils . [Thesis]. University of Ottawa; 2015. Available from: http://hdl.handle.net/10393/31910

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


Texas A&M University

2. Saez Barrios, Deeyvid O. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.

Degree: 2010, Texas A&M University

 This study evaluated the soil properties of clean sand, a silty sand, and a road base that are extensively used as a backfill for full-scale… (more)

Subjects/Keywords: soil modulus; dilation angle; Friction angle; back-fill; index properties

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Saez Barrios, D. O. (2010). Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042

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):

Saez Barrios, Deeyvid O. “Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.” 2010. Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042.

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

MLA Handbook (7th Edition):

Saez Barrios, Deeyvid O. “Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation.” 2010. Web. 23 Jan 2020.

Vancouver:

Saez Barrios DO. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. [Internet] [Thesis]. Texas A&M University; 2010. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042.

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

Council of Science Editors:

Saez Barrios DO. Determination of soil properties for sandy soils and road base at Riverside Campus using laboratory testing and numerical simulation. [Thesis]. Texas A&M University; 2010. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-2010-05-8042

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


University of New Mexico

3. Rahman, Md Tahmidur. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.

Degree: Civil Engineering, 2014, University of New Mexico

 Resilient modulus (MR) of soils is well-accepted and essential parameter for structural design of flexible pavements using the Mechanistic Empirical Pavement Design Guide (MEPDG). A… (more)

Subjects/Keywords: Resilient Modulus; Soil Suctions; Lime Stabilization; Freeze-Thaw

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rahman, M. T. (2014). Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. (Masters Thesis). University of New Mexico. Retrieved from http://hdl.handle.net/1928/23626

Chicago Manual of Style (16th Edition):

Rahman, Md Tahmidur. “Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.” 2014. Masters Thesis, University of New Mexico. Accessed January 23, 2020. http://hdl.handle.net/1928/23626.

MLA Handbook (7th Edition):

Rahman, Md Tahmidur. “Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils.” 2014. Web. 23 Jan 2020.

Vancouver:

Rahman MT. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. [Internet] [Masters thesis]. University of New Mexico; 2014. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1928/23626.

Council of Science Editors:

Rahman MT. Evaluation of Moisture, Suction Effects and Durability Performance of Lime Stabilized Clayey Subgrade Soils. [Masters Thesis]. University of New Mexico; 2014. Available from: http://hdl.handle.net/1928/23626


University of Ottawa

4. Han, Zhong. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .

Degree: 2016, University of Ottawa

 Compacted soils are frequently used as subgrade for pavements as well as commercial and residential buildings. The stiffness and shear strength properties of compacted soils,… (more)

Subjects/Keywords: Stiffness; Shear strength; Unsaturated soil; Prediction; Pavement subgrade; Resilient modulus

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Han, Z. (2016). Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . (Thesis). University of Ottawa. Retrieved from http://hdl.handle.net/10393/35059

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):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Thesis, University of Ottawa. Accessed January 23, 2020. http://hdl.handle.net/10393/35059.

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

MLA Handbook (7th Edition):

Han, Zhong. “Modelling Stiffness and Shear Strength of Compacted Subgrade Soils .” 2016. Web. 23 Jan 2020.

Vancouver:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Internet] [Thesis]. University of Ottawa; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10393/35059.

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

Council of Science Editors:

Han Z. Modelling Stiffness and Shear Strength of Compacted Subgrade Soils . [Thesis]. University of Ottawa; 2016. Available from: http://hdl.handle.net/10393/35059

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


University of Sydney

5. Duraisamy, Youventharan. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .

Degree: 2016, University of Sydney

 This thesis explores the performance of small scale cemented soil columns produced using soil mixing with cement resulting from bacterially mediated reactions that precipitate calcium… (more)

Subjects/Keywords: Biocementation; Shear Modulus; Biocemented Column; Calcite Precipitation; Urea Hydrolysis; Soil Mixing

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Duraisamy, Y. (2016). Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . (Thesis). University of Sydney. Retrieved from http://hdl.handle.net/2123/15533

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):

Duraisamy, Youventharan. “Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .” 2016. Thesis, University of Sydney. Accessed January 23, 2020. http://hdl.handle.net/2123/15533.

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

MLA Handbook (7th Edition):

Duraisamy, Youventharan. “Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand .” 2016. Web. 23 Jan 2020.

Vancouver:

Duraisamy Y. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . [Internet] [Thesis]. University of Sydney; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2123/15533.

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

Council of Science Editors:

Duraisamy Y. Strength And Stiffness Improvement Of Bio-Cemented Sydney Sand . [Thesis]. University of Sydney; 2016. Available from: http://hdl.handle.net/2123/15533

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


University of Kentucky

6. Curd, Jason M. Unsaturated Soil Parameters From Field Stiffness Measurements.

Degree: 2013, University of Kentucky

 The behavior of unsaturated soils depends heavily on material properties and soil conditions. In Geotechnical Engineering, compacted soils are frequently used as fill material, and… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Shear Modulus; Soil Stiffness; Shear Wave Velocity; Geogauge; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Curd, J. M. (2013). Unsaturated Soil Parameters From Field Stiffness Measurements. (Masters Thesis). University of Kentucky. Retrieved from http://uknowledge.uky.edu/ce_etds/11

Chicago Manual of Style (16th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Masters Thesis, University of Kentucky. Accessed January 23, 2020. http://uknowledge.uky.edu/ce_etds/11.

MLA Handbook (7th Edition):

Curd, Jason M. “Unsaturated Soil Parameters From Field Stiffness Measurements.” 2013. Web. 23 Jan 2020.

Vancouver:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Internet] [Masters thesis]. University of Kentucky; 2013. [cited 2020 Jan 23]. Available from: http://uknowledge.uky.edu/ce_etds/11.

Council of Science Editors:

Curd JM. Unsaturated Soil Parameters From Field Stiffness Measurements. [Masters Thesis]. University of Kentucky; 2013. Available from: http://uknowledge.uky.edu/ce_etds/11


Arizona State University

7. Cary, Carlos. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.

Degree: PhD, Civil and Environmental Engineering, 2011, Arizona State University

 This study presents the results of one of the first attempts to characterize the pore water pressure response of soils subjected to traffic loading under… (more)

Subjects/Keywords: Civil engineering; Soil sciences; Materials Science; Pavements; Pore-Water Pressure; Resilient Modulus; Subgrade; Unsaturated Soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cary, C. (2011). Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/14406

Chicago Manual of Style (16th Edition):

Cary, Carlos. “Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.” 2011. Doctoral Dissertation, Arizona State University. Accessed January 23, 2020. http://repository.asu.edu/items/14406.

MLA Handbook (7th Edition):

Cary, Carlos. “Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions.” 2011. Web. 23 Jan 2020.

Vancouver:

Cary C. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. [Internet] [Doctoral dissertation]. Arizona State University; 2011. [cited 2020 Jan 23]. Available from: http://repository.asu.edu/items/14406.

Council of Science Editors:

Cary C. Pore Water Pressure Response of a Soil Subjected to Traffic Loading under Saturated and Unsaturated Conditions. [Doctoral Dissertation]. Arizona State University; 2011. Available from: http://repository.asu.edu/items/14406


University of Akron

8. Khasawneh, Mohammad Ali. LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS.

Degree: MS, Civil Engineering, 2005, University of Akron

 When designing pavements, there are three fundamental external design parameters to evaluate (1) the characteristics of the subgrade upon which the pavement is placed, (2)… (more)

Subjects/Keywords: Resilient modulus; SUBGRADE; soil; Resilient; psi; modulus

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Khasawneh, M. A. (2005). LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1124387175

Chicago Manual of Style (16th Edition):

Khasawneh, Mohammad Ali. “LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS.” 2005. Masters Thesis, University of Akron. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1124387175.

MLA Handbook (7th Edition):

Khasawneh, Mohammad Ali. “LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS.” 2005. Web. 23 Jan 2020.

Vancouver:

Khasawneh MA. LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS. [Internet] [Masters thesis]. University of Akron; 2005. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1124387175.

Council of Science Editors:

Khasawneh MA. LABORATORY CHARACTERIZATION OF COHESIVE SUBGRADE MATERIALS. [Masters Thesis]. University of Akron; 2005. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1124387175


University of Kentucky

9. Walton-Macaulay, Corrie. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.

Degree: 2015, University of Kentucky

 The objective of this research study is to determine whether the soil stiffness, from which the small-strain shear modulus is determined, can be used to… (more)

Subjects/Keywords: Unsaturated Soil Mechanics; Compacted Clay; Soil-Water Characteristic Curve; Shear Modulus; Soil Stiffness; Shear Strength.; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Walton-Macaulay, C. (2015). PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. (Doctoral Dissertation). University of Kentucky. Retrieved from https://uknowledge.uky.edu/ce_etds/28

Chicago Manual of Style (16th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Doctoral Dissertation, University of Kentucky. Accessed January 23, 2020. https://uknowledge.uky.edu/ce_etds/28.

MLA Handbook (7th Edition):

Walton-Macaulay, Corrie. “PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK.” 2015. Web. 23 Jan 2020.

Vancouver:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Internet] [Doctoral dissertation]. University of Kentucky; 2015. [cited 2020 Jan 23]. Available from: https://uknowledge.uky.edu/ce_etds/28.

Council of Science Editors:

Walton-Macaulay C. PREDICTION OF STRENGTH AND SHEAR MODULUS OF COMPACTED CLAYS WITHIN AN UNSATURATED CRITICAL STATE FRAMEWORK. [Doctoral Dissertation]. University of Kentucky; 2015. Available from: https://uknowledge.uky.edu/ce_etds/28


Arizona State University

10. Evans, Ashley Elizabeth. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.

Degree: Civil, Environmental and Sustainable Engineering, 2018, Arizona State University

 Laterally-loaded short rigid drilled shaft foundations are the primary foundation used within the electric power transmission line industry. Performance of these laterally loaded foundations is… (more)

Subjects/Keywords: Civil engineering; degradation factor; pressuremeter modulus; shear wave velocity; unsaturated soil mechanics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Evans, A. E. (2018). Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/50498

Chicago Manual of Style (16th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Doctoral Dissertation, Arizona State University. Accessed January 23, 2020. http://repository.asu.edu/items/50498.

MLA Handbook (7th Edition):

Evans, Ashley Elizabeth. “Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert.” 2018. Web. 23 Jan 2020.

Vancouver:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Internet] [Doctoral dissertation]. Arizona State University; 2018. [cited 2020 Jan 23]. Available from: http://repository.asu.edu/items/50498.

Council of Science Editors:

Evans AE. Estimation of Pressuremeter Modulus From Shear Wave Velocity In the Sonoran Desert. [Doctoral Dissertation]. Arizona State University; 2018. Available from: http://repository.asu.edu/items/50498


Arizona State University

11. Thirthar Palanivelu, Pugazhvel. Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements.

Degree: Civil, Environmental and Sustainable Engineering, 2017, Arizona State University

 Recent research efforts have been directed to improve the quality of pavement design procedures by considering the transient nature of soil properties due to environmental… (more)

Subjects/Keywords: Civil engineering; Geotechnology; moisture flow; pavement performance; resilient modulus; subgrade; temperature effects; unsaturated soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Thirthar Palanivelu, P. (2017). Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements. (Doctoral Dissertation). Arizona State University. Retrieved from http://repository.asu.edu/items/45569

Chicago Manual of Style (16th Edition):

Thirthar Palanivelu, Pugazhvel. “Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements.” 2017. Doctoral Dissertation, Arizona State University. Accessed January 23, 2020. http://repository.asu.edu/items/45569.

MLA Handbook (7th Edition):

Thirthar Palanivelu, Pugazhvel. “Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements.” 2017. Web. 23 Jan 2020.

Vancouver:

Thirthar Palanivelu P. Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements. [Internet] [Doctoral dissertation]. Arizona State University; 2017. [cited 2020 Jan 23]. Available from: http://repository.asu.edu/items/45569.

Council of Science Editors:

Thirthar Palanivelu P. Investigation of Subgrade Moisture Flow Caused by Hydro-Thermal Gradients In Airfield Pavements. [Doctoral Dissertation]. Arizona State University; 2017. Available from: http://repository.asu.edu/items/45569


University of Waterloo

12. Irfan, Muhammad. Advancements in bender-element testing - frequency effects.

Degree: 2019, University of Waterloo

 Modern building and bridge codes require seismic design of foundations and structures; for which, the evaluation of the soil’s response to dynamic loads is an… (more)

Subjects/Keywords: bender element testing; resonant column testing; shear modulus; damping ratio; shear wave velocity; soil dynamics

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Irfan, M. (2019). Advancements in bender-element testing - frequency effects. (Thesis). University of Waterloo. Retrieved from http://hdl.handle.net/10012/15138

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):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Thesis, University of Waterloo. Accessed January 23, 2020. http://hdl.handle.net/10012/15138.

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

MLA Handbook (7th Edition):

Irfan, Muhammad. “Advancements in bender-element testing - frequency effects.” 2019. Web. 23 Jan 2020.

Vancouver:

Irfan M. Advancements in bender-element testing - frequency effects. [Internet] [Thesis]. University of Waterloo; 2019. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10012/15138.

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

Council of Science Editors:

Irfan M. Advancements in bender-element testing - frequency effects. [Thesis]. University of Waterloo; 2019. Available from: http://hdl.handle.net/10012/15138

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


University of Texas – Austin

13. -4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.

Degree: MSin Engineering, Civil Engineering, 2015, University of Texas – Austin

 The study of the dynamic properties of two specific kinds of granular soils is performed using torsional resonant column testing. The sandy soils are: (1)… (more)

Subjects/Keywords: Soil; Dynamic; Shear modulus; Damping ratio; Void ratio; Liquefiable sand; Calcareous sand

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

-4705-1553. (2015). Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/31784

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Chicago Manual of Style (16th Edition):

-4705-1553. “Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.” 2015. Masters Thesis, University of Texas – Austin. Accessed January 23, 2020. http://hdl.handle.net/2152/31784.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

MLA Handbook (7th Edition):

-4705-1553. “Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing.” 2015. Web. 23 Jan 2020.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Vancouver:

-4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. [Internet] [Masters thesis]. University of Texas – Austin; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2152/31784.

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete

Council of Science Editors:

-4705-1553. Dynamic properties of fine liquefiable sand and calcareous sand from resonant column testing. [Masters Thesis]. University of Texas – Austin; 2015. Available from: http://hdl.handle.net/2152/31784

Note: this citation may be lacking information needed for this citation format:
Author name may be incomplete


KTH

14. Mir, Alberto Moreo. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.

Degree: Structural Engineering and Bridges, 2013, KTH

  Nowadays, many different efficient solutions are being studied to solve engineering problems. Inside this group of solutions we can find the Soil Steel Composite… (more)

Subjects/Keywords: Soil steel; culvert; Pettersson-Sundquist design method; soil modulus; database; live load test and full scale tests.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mir, A. M. (2013). Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. (Thesis). KTH. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834

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):

Mir, Alberto Moreo. “Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.” 2013. Thesis, KTH. Accessed January 23, 2020. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834.

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

MLA Handbook (7th Edition):

Mir, Alberto Moreo. “Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method.” 2013. Web. 23 Jan 2020.

Vancouver:

Mir AM. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. [Internet] [Thesis]. KTH; 2013. [cited 2020 Jan 23]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834.

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

Council of Science Editors:

Mir AM. Soil Steel Composite Bridges. An international survey of full scale tests and comparison with the Pettersson-Sundquist design method. [Thesis]. KTH; 2013. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-147834

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


University of Arkansas

15. Tran, Anh Tuan. Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device.

Degree: MSCE, 2018, University of Arkansas

  Resonant Column Torsional Shear (RCTS) testing has become one of the most commonly used methods for determining laboratory soil stiffness and soil damping. The… (more)

Subjects/Keywords: Laboratory Test; Proposed ASTM Standard; Resonant Column Torsional Shear (RCTS) Test; Shear Modulus and Damping of Soil; Small Strain Level; Soil Dynamic; Civil Engineering; Soil Science

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Tran, A. T. (2018). Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device. (Masters Thesis). University of Arkansas. Retrieved from https://scholarworks.uark.edu/etd/2888

Chicago Manual of Style (16th Edition):

Tran, Anh Tuan. “Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device.” 2018. Masters Thesis, University of Arkansas. Accessed January 23, 2020. https://scholarworks.uark.edu/etd/2888.

MLA Handbook (7th Edition):

Tran, Anh Tuan. “Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device.” 2018. Web. 23 Jan 2020.

Vancouver:

Tran AT. Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device. [Internet] [Masters thesis]. University of Arkansas; 2018. [cited 2020 Jan 23]. Available from: https://scholarworks.uark.edu/etd/2888.

Council of Science Editors:

Tran AT. Proposed ASTM Standard for the Stokoe-type Resonant Column Torsional Shear Device. [Masters Thesis]. University of Arkansas; 2018. Available from: https://scholarworks.uark.edu/etd/2888


Universidade do Rio Grande do Sul

16. Venson, Guilherme Irineu. Módulo de resiliência e vida de fadiga de areia artificialmente cimentada.

Degree: 2015, Universidade do Rio Grande do Sul

Com o crescimento dos grandes centros urbanos e expansão da ação do homem sobre a natureza, muitos projetos de engenharia se tornam inviáveis devido a… (more)

Subjects/Keywords: Cemented soil; Módulo de resiliência; Resilient modulus; Solo-cimento; Ensaios de fadiga; Fadigue; Porosity/content of cement ratio

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Venson, G. I. (2015). Módulo de resiliência e vida de fadiga de areia artificialmente cimentada. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/135364

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):

Venson, Guilherme Irineu. “Módulo de resiliência e vida de fadiga de areia artificialmente cimentada.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed January 23, 2020. http://hdl.handle.net/10183/135364.

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

MLA Handbook (7th Edition):

Venson, Guilherme Irineu. “Módulo de resiliência e vida de fadiga de areia artificialmente cimentada.” 2015. Web. 23 Jan 2020.

Vancouver:

Venson GI. Módulo de resiliência e vida de fadiga de areia artificialmente cimentada. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10183/135364.

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

Council of Science Editors:

Venson GI. Módulo de resiliência e vida de fadiga de areia artificialmente cimentada. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/135364

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


University of Akron

17. Yenco, Aileen C. Decision Tree for Ground Improvement in Transportation Applications.

Degree: MS, Civil Engineering, 2013, University of Akron

 Problematic soils can damage structures residing on them, such as roadway pavement, if left untreated. The damage occurs due to a multitude of reasons: low… (more)

Subjects/Keywords: Civil Engineering; Geotechnology; ground improvement, drains; controlled modulus columns; column-supported embankments; soil mixing; polyurethane injection; dynamic compaction; geotechnology; civil engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Yenco, A. C. (2013). Decision Tree for Ground Improvement in Transportation Applications. (Masters Thesis). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1384435786

Chicago Manual of Style (16th Edition):

Yenco, Aileen C. “Decision Tree for Ground Improvement in Transportation Applications.” 2013. Masters Thesis, University of Akron. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1384435786.

MLA Handbook (7th Edition):

Yenco, Aileen C. “Decision Tree for Ground Improvement in Transportation Applications.” 2013. Web. 23 Jan 2020.

Vancouver:

Yenco AC. Decision Tree for Ground Improvement in Transportation Applications. [Internet] [Masters thesis]. University of Akron; 2013. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1384435786.

Council of Science Editors:

Yenco AC. Decision Tree for Ground Improvement in Transportation Applications. [Masters Thesis]. University of Akron; 2013. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1384435786


University of Akron

18. Rabab'ah, Samer Rateb. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.

Degree: PhD, Civil Engineering, 2007, University of Akron

 Providing adequate drainage to a pavement system has been considered as an important design consideration to prevent premature failures due to water related problems such… (more)

Subjects/Keywords: Engineering, Civil; permeable base; resilient modulus; pavement drainage; environmental factors; service life; EICM; moisture variation; MEPDG; unsaturated soil.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Rabab'ah, S. R. (2007). INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. (Doctoral Dissertation). University of Akron. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048

Chicago Manual of Style (16th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Doctoral Dissertation, University of Akron. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

MLA Handbook (7th Edition):

Rabab'ah, Samer Rateb. “INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT.” 2007. Web. 23 Jan 2020.

Vancouver:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Internet] [Doctoral dissertation]. University of Akron; 2007. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048.

Council of Science Editors:

Rabab'ah SR. INTEGRATED ASSESSMENT OF FREE DRAINING BASE AND SUBBASE MATERIALS UNDER FLEXIBLE PAVEMENT. [Doctoral Dissertation]. University of Akron; 2007. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=akron1189128048


University of Toledo

19. DAVIES, BERESFORD OBAFEMI ARNOLD. A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE.

Degree: MSin Civil Engineering, Civil Engineering, 2004, University of Toledo

 Subgrade soil plays a very important role in the construction of roadways. Before the use of asphalt in the construction of roadway, roads were being… (more)

Subjects/Keywords: Engineering, Civil; Resilient modulus; temperature; moisture content; subgrade soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

DAVIES, B. O. A. (2004). A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE. (Masters Thesis). University of Toledo. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=toledo1102690606

Chicago Manual of Style (16th Edition):

DAVIES, BERESFORD OBAFEMI ARNOLD. “A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE.” 2004. Masters Thesis, University of Toledo. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1102690606.

MLA Handbook (7th Edition):

DAVIES, BERESFORD OBAFEMI ARNOLD. “A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE.” 2004. Web. 23 Jan 2020.

Vancouver:

DAVIES BOA. A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE. [Internet] [Masters thesis]. University of Toledo; 2004. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1102690606.

Council of Science Editors:

DAVIES BOA. A MODEL FOR THE PREDICTION OF SUBGRADE SOIL RESILIENT MODULUS FOR FLEXIBLE-PAVEMENT DESIGN: INFLUENCE OF MOISTURE CONTENT AND CLIMATE CHANGE. [Masters Thesis]. University of Toledo; 2004. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=toledo1102690606

20. Çami, Kastriot. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.

Degree: Docteur es, Géotechnique, 2017, Université Paris-Est

Les projets géotechniques deviennent de plus en plus complexes et il s’avère alors nécessaire de caractériser de manière complète le comportement du sol dans les… (more)

Subjects/Keywords: Géotechnique; Géophysique; Ondes de surface; Module de cisaillement; Déformations; Comportement non linéaire des sols; Geotechnics; Geophysics; Surface waves; Soil shear modulus; Strains; Non linear soil behaviour

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Çami, K. (2017). Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. (Doctoral Dissertation). Université Paris-Est. Retrieved from http://www.theses.fr/2017PESC1216

Chicago Manual of Style (16th Edition):

Çami, Kastriot. “Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.” 2017. Doctoral Dissertation, Université Paris-Est. Accessed January 23, 2020. http://www.theses.fr/2017PESC1216.

MLA Handbook (7th Edition):

Çami, Kastriot. “Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains.” 2017. Web. 23 Jan 2020.

Vancouver:

Çami K. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. [Internet] [Doctoral dissertation]. Université Paris-Est; 2017. [cited 2020 Jan 23]. Available from: http://www.theses.fr/2017PESC1216.

Council of Science Editors:

Çami K. Imagerie du module de cisaillement in situ du sol par méthodes d’ondes de surface et essais géotechniques : caractérisation des petites aux grandes déformations : Soil in situ shear modulus imagery by surface wave methods and geotechnical tests : characterization of small to big strains. [Doctoral Dissertation]. Université Paris-Est; 2017. Available from: http://www.theses.fr/2017PESC1216


Indian Institute of Science

21. Cherian, Achu Catherine. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.

Degree: 2016, Indian Institute of Science

 The soil strata is often subjected to various kinds of vibrations such as that caused by earthquakes, water waves, traffic loads, wind power plants, construction… (more)

Subjects/Keywords: Soil Mechanics; Shear Waves; Dry Sand Damping; Shear Modulus; Sandy Soil; Sands-Cyclic Strain Path; Sands-Vibration Cycles; Dry Sand; Resonant Column Tests; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cherian, A. C. (2016). Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/2675

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):

Cherian, Achu Catherine. “Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.” 2016. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://hdl.handle.net/2005/2675.

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

MLA Handbook (7th Edition):

Cherian, Achu Catherine. “Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.” 2016. Web. 23 Jan 2020.

Vancouver:

Cherian AC. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/2005/2675.

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

Council of Science Editors:

Cherian AC. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. [Thesis]. Indian Institute of Science; 2016. Available from: http://hdl.handle.net/2005/2675

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


Indian Institute of Science

22. Cherian, Achu Catherine. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.

Degree: 2016, Indian Institute of Science

 The soil strata is often subjected to various kinds of vibrations such as that caused by earthquakes, water waves, traffic loads, wind power plants, construction… (more)

Subjects/Keywords: Soil Mechanics; Shear Waves; Dry Sand Damping; Shear Modulus; Sandy Soil; Sands-Cyclic Strain Path; Sands-Vibration Cycles; Dry Sand; Resonant Column Tests; Civil Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Cherian, A. C. (2016). Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. (Thesis). Indian Institute of Science. Retrieved from http://etd.iisc.ernet.in/handle/2005/2675 ; http://etd.ncsi.iisc.ernet.in/abstracts/3496/G27562-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):

Cherian, Achu Catherine. “Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.” 2016. Thesis, Indian Institute of Science. Accessed January 23, 2020. http://etd.iisc.ernet.in/handle/2005/2675 ; http://etd.ncsi.iisc.ernet.in/abstracts/3496/G27562-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):

Cherian, Achu Catherine. “Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand.” 2016. Web. 23 Jan 2020.

Vancouver:

Cherian AC. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. [Internet] [Thesis]. Indian Institute of Science; 2016. [cited 2020 Jan 23]. Available from: http://etd.iisc.ernet.in/handle/2005/2675 ; http://etd.ncsi.iisc.ernet.in/abstracts/3496/G27562-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:

Cherian AC. Effect of Cyclic Strain Path And Vibration Cycles on Shear Modulus And Damping of Sand. [Thesis]. Indian Institute of Science; 2016. Available from: http://etd.iisc.ernet.in/handle/2005/2675 ; http://etd.ncsi.iisc.ernet.in/abstracts/3496/G27562-Abs.pdf

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


Texas A&M University

23. Li, Yanfeng. Use of a BCD for compaction control.

Degree: 2005, Texas A&M University

 Compaction of soil is essential in the construction of highways, airports, buildings, and bridges. Typically compaction is controlled by measuring the dry density and the… (more)

Subjects/Keywords: Compaction Control; Soil Modulus; Density; Water Content; Plate Test; Strain

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Li, Y. (2005). Use of a BCD for compaction control. (Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/2696

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):

Li, Yanfeng. “Use of a BCD for compaction control.” 2005. Thesis, Texas A&M University. Accessed January 23, 2020. http://hdl.handle.net/1969.1/2696.

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

MLA Handbook (7th Edition):

Li, Yanfeng. “Use of a BCD for compaction control.” 2005. Web. 23 Jan 2020.

Vancouver:

Li Y. Use of a BCD for compaction control. [Internet] [Thesis]. Texas A&M University; 2005. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/1969.1/2696.

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

Council of Science Editors:

Li Y. Use of a BCD for compaction control. [Thesis]. Texas A&M University; 2005. Available from: http://hdl.handle.net/1969.1/2696

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


The Ohio State University

24. Kim, Dong-Gyou. Development of a constitutive model for resilient modulus of cohesive soils.

Degree: PhD, Civil Engineering, 2004, The Ohio State University

 The objective of this study was to evaluate existing constitutive models currently used by State Department of Transportations (DOTs) and to develop an improved model… (more)

Subjects/Keywords: Engineering, Civil; resilient modulus; constitutive model; subgrade; cohesive; soil; moisture content

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Kim, D. (2004). Development of a constitutive model for resilient modulus of cohesive soils. (Doctoral Dissertation). The Ohio State University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=osu1078246971

Chicago Manual of Style (16th Edition):

Kim, Dong-Gyou. “Development of a constitutive model for resilient modulus of cohesive soils.” 2004. Doctoral Dissertation, The Ohio State University. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=osu1078246971.

MLA Handbook (7th Edition):

Kim, Dong-Gyou. “Development of a constitutive model for resilient modulus of cohesive soils.” 2004. Web. 23 Jan 2020.

Vancouver:

Kim D. Development of a constitutive model for resilient modulus of cohesive soils. [Internet] [Doctoral dissertation]. The Ohio State University; 2004. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1078246971.

Council of Science Editors:

Kim D. Development of a constitutive model for resilient modulus of cohesive soils. [Doctoral Dissertation]. The Ohio State University; 2004. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=osu1078246971


University of Western Ontario

25. Mirbaha, Keyvan. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.

Degree: 2017, University of Western Ontario

 The cyclic behavior and liquefaction behavior of reconstituted samples of a local silica-carbonate sand are examined by performing monotonic and cyclic simple shear tests in… (more)

Subjects/Keywords: Direct simple shear test; soil liquefaction; re-liquefaction; earthquake; cyclic resistance; silica-carbonate sand; critical state; shear wave velocity; shear modulus; bi-directional cyclic load.; Civil Engineering; Geotechnical Engineering

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Mirbaha, K. (2017). Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. (Thesis). University of Western Ontario. Retrieved from https://ir.lib.uwo.ca/etd/5035

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):

Mirbaha, Keyvan. “Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.” 2017. Thesis, University of Western Ontario. Accessed January 23, 2020. https://ir.lib.uwo.ca/etd/5035.

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

MLA Handbook (7th Edition):

Mirbaha, Keyvan. “Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand.” 2017. Web. 23 Jan 2020.

Vancouver:

Mirbaha K. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. [Internet] [Thesis]. University of Western Ontario; 2017. [cited 2020 Jan 23]. Available from: https://ir.lib.uwo.ca/etd/5035.

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

Council of Science Editors:

Mirbaha K. Bi-directional Cyclic Behaviour and Liquefaction Analysis of a silica-carbonate sand. [Thesis]. University of Western Ontario; 2017. Available from: https://ir.lib.uwo.ca/etd/5035

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

26. Weber, Rodrigo Carreira. Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos.

Degree: 2013, Universidade do Rio Grande do Sul

Este trabalho analisa os efeitos das trajetórias de umedecimento e secagem no módulo de resiliência e cisalhamento direto quanto à resistência e deformabilidade elástica de… (more)

Subjects/Keywords: Unsatured soil; Resistência ao cisalhamento; Ensaios (Engenharia); Pavement; Módulo de resiliência; Suction; Rentention curve; Pavimentos; Solo não-saturado; Resilient modulus; Shear strength

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Weber, R. C. (2013). Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/87341

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):

Weber, Rodrigo Carreira. “Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos.” 2013. Thesis, Universidade do Rio Grande do Sul. Accessed January 23, 2020. http://hdl.handle.net/10183/87341.

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

MLA Handbook (7th Edition):

Weber, Rodrigo Carreira. “Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos.” 2013. Web. 23 Jan 2020.

Vancouver:

Weber RC. Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2013. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/10183/87341.

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

Council of Science Editors:

Weber RC. Avaliação das trajetórias de umedecimento e secagem na deformabilidade elástica de solos compactos. [Thesis]. Universidade do Rio Grande do Sul; 2013. Available from: http://hdl.handle.net/10183/87341

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


Queensland University of Technology

27. Roshani, Atena. Road infrastructure vulnerability to groundwater table variation due to sea level rise.

Degree: 2014, Queensland University of Technology

 This study was conducted to assess the vulnerability of coastal road infrastructures due to climate change induced sea level rise and extreme weather conditions through… (more)

Subjects/Keywords: Sea level rise; Groundwater modelling; Bathtub approach; MIKE SHE; Resilient modulus; California Bearing Ratio; Road infrastructure; Subgrade; Groundwater table; Soil water content

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Roshani, A. (2014). Road infrastructure vulnerability to groundwater table variation due to sea level rise. (Thesis). Queensland University of Technology. Retrieved from https://eprints.qut.edu.au/74509/

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):

Roshani, Atena. “Road infrastructure vulnerability to groundwater table variation due to sea level rise.” 2014. Thesis, Queensland University of Technology. Accessed January 23, 2020. https://eprints.qut.edu.au/74509/.

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

MLA Handbook (7th Edition):

Roshani, Atena. “Road infrastructure vulnerability to groundwater table variation due to sea level rise.” 2014. Web. 23 Jan 2020.

Vancouver:

Roshani A. Road infrastructure vulnerability to groundwater table variation due to sea level rise. [Internet] [Thesis]. Queensland University of Technology; 2014. [cited 2020 Jan 23]. Available from: https://eprints.qut.edu.au/74509/.

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

Council of Science Editors:

Roshani A. Road infrastructure vulnerability to groundwater table variation due to sea level rise. [Thesis]. Queensland University of Technology; 2014. Available from: https://eprints.qut.edu.au/74509/

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

28. Al-Jhayyish, Anwer K. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.

Degree: MS, Civil Engineering (Engineering and Technology), 2014, Ohio University

 Roadbeds are considered one of the most problematic components in pavement design and construction. Its engineering properties differ significantly in terms of soil composition, gradation,… (more)

Subjects/Keywords: Civil Engineering; Transportation; Soil Stabilization; Incorporate; Subgrade Stabilization; Pavement Design; Construction Practices; MEPDG; AASHTO 1993; Finite Element Model; Dynamic Cone Pentrometer; DCP; Falling Weight Deflectometer; FWD; Backcalculation; Subgrade Modulus

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Al-Jhayyish, A. K. (2014). Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. (Masters Thesis). Ohio University. Retrieved from http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246

Chicago Manual of Style (16th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Masters Thesis, Ohio University. Accessed January 23, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

MLA Handbook (7th Edition):

Al-Jhayyish, Anwer K. “Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices.” 2014. Web. 23 Jan 2020.

Vancouver:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Internet] [Masters thesis]. Ohio University; 2014. [cited 2020 Jan 23]. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

Council of Science Editors:

Al-Jhayyish AK. Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices. [Masters Thesis]. Ohio University; 2014. Available from: http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246

29. Anderson, Brennan Kenneth. Investigation of factors influencing design and performance of soil cement pavement layers.

Degree: MS, Civil and Environmental Engineering, 2013, Mississippi State University

Soil cement has been used as a means of stabilizing highway pavement layers, airport pavement layers, embankments, and foundations for decades. The technology uses… (more)

Subjects/Keywords: performance; design; wheel tracking; elastic modulus; compressive strength; soil cement

…Variability 3  Elastic Modulus  Wheel Tracking • Recommend enhancements to design of soil… …approximately 33% of the ultimate load. For the A-24 soil, the elastic modulus in compression ranged… …of rupture, compressive strength, and modulus of elasticity depend on soil type, cement… …excellent in the case of elastic modulus in compression (Esc) of the soil cement mixture… …46 3.6.2 Elastic Modulus… 

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Anderson, B. K. (2013). Investigation of factors influencing design and performance of soil cement pavement layers. (Masters Thesis). Mississippi State University. Retrieved from http://sun.library.msstate.edu/ETD-db/theses/available/etd-03262013-101744/ ;

Chicago Manual of Style (16th Edition):

Anderson, Brennan Kenneth. “Investigation of factors influencing design and performance of soil cement pavement layers.” 2013. Masters Thesis, Mississippi State University. Accessed January 23, 2020. http://sun.library.msstate.edu/ETD-db/theses/available/etd-03262013-101744/ ;.

MLA Handbook (7th Edition):

Anderson, Brennan Kenneth. “Investigation of factors influencing design and performance of soil cement pavement layers.” 2013. Web. 23 Jan 2020.

Vancouver:

Anderson BK. Investigation of factors influencing design and performance of soil cement pavement layers. [Internet] [Masters thesis]. Mississippi State University; 2013. [cited 2020 Jan 23]. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03262013-101744/ ;.

Council of Science Editors:

Anderson BK. Investigation of factors influencing design and performance of soil cement pavement layers. [Masters Thesis]. Mississippi State University; 2013. Available from: http://sun.library.msstate.edu/ETD-db/theses/available/etd-03262013-101744/ ;


Brno University of Technology

30. Hladík, Aleš. Sledování modulů pružnosti podloží vozovek .

Degree: 2013, Brno University of Technology

 Tato práce se zabývá srovnáním postupů zkoušení na cyklickém triaxiálním přístroji podle ČSN EN 13286-7 a postupy prováděné ve Spojených státech amerických. V praktické části… (more)

Subjects/Keywords: Cyklicka triaxialni zkouška; směsný recyklát; modul pružnosti; jemnozrnna zemina; Repeated/cyclic triaxial test; mixed recycled material; resilient/elastic modulus; fine-grained soil

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Hladík, A. (2013). Sledování modulů pružnosti podloží vozovek . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/29535

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):

Hladík, Aleš. “Sledování modulů pružnosti podloží vozovek .” 2013. Thesis, Brno University of Technology. Accessed January 23, 2020. http://hdl.handle.net/11012/29535.

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

MLA Handbook (7th Edition):

Hladík, Aleš. “Sledování modulů pružnosti podloží vozovek .” 2013. Web. 23 Jan 2020.

Vancouver:

Hladík A. Sledování modulů pružnosti podloží vozovek . [Internet] [Thesis]. Brno University of Technology; 2013. [cited 2020 Jan 23]. Available from: http://hdl.handle.net/11012/29535.

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

Council of Science Editors:

Hladík A. Sledování modulů pružnosti podloží vozovek . [Thesis]. Brno University of Technology; 2013. Available from: http://hdl.handle.net/11012/29535

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

[1] [2]

.