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You searched for subject:(TUNNELLING CIVIL ENGINEERING ). Showing records 1 – 30 of 231786 total matches.

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University of KwaZulu-Natal

1. [No author]. A new approach to the polyaxial stress numerical analysis of underground openings.

Degree: Civil engineering, 2012, University of KwaZulu-Natal

 The traditional design methodologies for tunnel and underground excavations are divided in to three categories: Empirical, Analytical, and Observational approaches, whereas in the last years… (more)

Subjects/Keywords: Excavation.; Tunnelling.; Rock mechanics.; Seac computer.; Numerical analysis – Computer programs.; Civil engineering.

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

APA (6th Edition):

author], [. (2012). A new approach to the polyaxial stress numerical analysis of underground openings. (Thesis). University of KwaZulu-Natal. Retrieved from http://hdl.handle.net/10413/9114

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):

author], [No. “A new approach to the polyaxial stress numerical analysis of underground openings. ” 2012. Thesis, University of KwaZulu-Natal. Accessed November 21, 2019. http://hdl.handle.net/10413/9114.

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

MLA Handbook (7th Edition):

author], [No. “A new approach to the polyaxial stress numerical analysis of underground openings. ” 2012. Web. 21 Nov 2019.

Vancouver:

author] [. A new approach to the polyaxial stress numerical analysis of underground openings. [Internet] [Thesis]. University of KwaZulu-Natal; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10413/9114.

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

Council of Science Editors:

author] [. A new approach to the polyaxial stress numerical analysis of underground openings. [Thesis]. University of KwaZulu-Natal; 2012. Available from: http://hdl.handle.net/10413/9114

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


University of Oxford

2. Augarde, Charles Edward. Numerical modelling of tunnelling processes for assessment of damage to buildings.

Degree: 1997, University of Oxford

 The development and implementation of a complex numerical model for the determination of the damage to masonry buildings resulting from tunnelling settlements is described in… (more)

Subjects/Keywords: 624.1; Engineering & allied sciences : Civil engineering : Geotechnical engineering : Tunneling and trenches : tunnelling : settlement

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APA (6th Edition):

Augarde, C. E. (1997). Numerical modelling of tunnelling processes for assessment of damage to buildings. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:081e5585-ac7d-4dad-a3e0-181516773753 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.389019

Chicago Manual of Style (16th Edition):

Augarde, Charles Edward. “Numerical modelling of tunnelling processes for assessment of damage to buildings.” 1997. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:081e5585-ac7d-4dad-a3e0-181516773753 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.389019.

MLA Handbook (7th Edition):

Augarde, Charles Edward. “Numerical modelling of tunnelling processes for assessment of damage to buildings.” 1997. Web. 21 Nov 2019.

Vancouver:

Augarde CE. Numerical modelling of tunnelling processes for assessment of damage to buildings. [Internet] [Doctoral dissertation]. University of Oxford; 1997. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:081e5585-ac7d-4dad-a3e0-181516773753 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.389019.

Council of Science Editors:

Augarde CE. Numerical modelling of tunnelling processes for assessment of damage to buildings. [Doctoral Dissertation]. University of Oxford; 1997. Available from: http://ora.ox.ac.uk/objects/uuid:081e5585-ac7d-4dad-a3e0-181516773753 ; http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.389019


University of Oxford

3. Bloodworth, Alan Graham. Three-dimensional analysis of tunnelling effects on structures to develop design methods.

Degree: PhD, 2002, University of Oxford

 The subject of this thesis is the verification of a three-dimensional numerical modelling approach for the prediction of settlement damage to masonry buildings due to… (more)

Subjects/Keywords: 624; Engineering & allied sciences; Civil engineering; Geotechnical engineering; Tunneling and trenches; tunnelling; settlement

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APA (6th Edition):

Bloodworth, A. G. (2002). Three-dimensional analysis of tunnelling effects on structures to develop design methods. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:9c789d79-efa1-43fa-b2e1-e08d01de63db ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275605

Chicago Manual of Style (16th Edition):

Bloodworth, Alan Graham. “Three-dimensional analysis of tunnelling effects on structures to develop design methods.” 2002. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:9c789d79-efa1-43fa-b2e1-e08d01de63db ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275605.

MLA Handbook (7th Edition):

Bloodworth, Alan Graham. “Three-dimensional analysis of tunnelling effects on structures to develop design methods.” 2002. Web. 21 Nov 2019.

Vancouver:

Bloodworth AG. Three-dimensional analysis of tunnelling effects on structures to develop design methods. [Internet] [Doctoral dissertation]. University of Oxford; 2002. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:9c789d79-efa1-43fa-b2e1-e08d01de63db ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275605.

Council of Science Editors:

Bloodworth AG. Three-dimensional analysis of tunnelling effects on structures to develop design methods. [Doctoral Dissertation]. University of Oxford; 2002. Available from: http://ora.ox.ac.uk/objects/uuid:9c789d79-efa1-43fa-b2e1-e08d01de63db ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.275605


University of Oxford

4. Peña Duarte, Miguel Ángel. Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands.

Degree: PhD, 2007, University of Oxford

 Earth pressure balance (EPB) tunnelling machines are commonly used for the construction of tunnels in soft soils. These machines use the excavated soil in a… (more)

Subjects/Keywords: 624.15; Engineering & allied sciences; Civil engineering; Geotechnical engineering; Tunneling and trenches; tunnelling; sand

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APA (6th Edition):

Peña Duarte, M. . (2007). Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:b6317eb9-ab3d-48e8-8daa-295e72d7ae59 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580840

Chicago Manual of Style (16th Edition):

Peña Duarte, Miguel Ángel. “Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands.” 2007. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:b6317eb9-ab3d-48e8-8daa-295e72d7ae59 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580840.

MLA Handbook (7th Edition):

Peña Duarte, Miguel Ángel. “Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands.” 2007. Web. 21 Nov 2019.

Vancouver:

Peña Duarte M. Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands. [Internet] [Doctoral dissertation]. University of Oxford; 2007. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:b6317eb9-ab3d-48e8-8daa-295e72d7ae59 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580840.

Council of Science Editors:

Peña Duarte M. Foam as a soil conditioner in tunnelling : physical and mechanical properties of conditioned sands. [Doctoral Dissertation]. University of Oxford; 2007. Available from: http://ora.ox.ac.uk/objects/uuid:b6317eb9-ab3d-48e8-8daa-295e72d7ae59 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.580840


University of Oxford

5. Kim, Sang-Hwan. Model testing and analysis of interactions between tunnels in clay.

Degree: PhD, 1996, University of Oxford

 This dissertation describes a study of the interaction between closely spaced tunnels during shield tunnel construction, concentrating on the study of the short-term incremental behaviour… (more)

Subjects/Keywords: 624; Engineering & allied sciences; Civil engineering; Geotechnical engineering; Tunneling and trenches; tunnelling

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APA (6th Edition):

Kim, S. (1996). Model testing and analysis of interactions between tunnels in clay. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:2cac5df0-379e-4fd0-bb19-b4611c2175ba ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318726

Chicago Manual of Style (16th Edition):

Kim, Sang-Hwan. “Model testing and analysis of interactions between tunnels in clay.” 1996. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:2cac5df0-379e-4fd0-bb19-b4611c2175ba ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318726.

MLA Handbook (7th Edition):

Kim, Sang-Hwan. “Model testing and analysis of interactions between tunnels in clay.” 1996. Web. 21 Nov 2019.

Vancouver:

Kim S. Model testing and analysis of interactions between tunnels in clay. [Internet] [Doctoral dissertation]. University of Oxford; 1996. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:2cac5df0-379e-4fd0-bb19-b4611c2175ba ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318726.

Council of Science Editors:

Kim S. Model testing and analysis of interactions between tunnels in clay. [Doctoral Dissertation]. University of Oxford; 1996. Available from: http://ora.ox.ac.uk/objects/uuid:2cac5df0-379e-4fd0-bb19-b4611c2175ba ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.318726


University of Oxford

6. Pickhaver, John Anthony. Numerical modelling of building response to tunnelling.

Degree: PhD, 2006, University of Oxford

 The construction of underground tunnels in soft ground in urban areas involves the potential for ground movements caused by the tunnelling to affect existing surface… (more)

Subjects/Keywords: 624.193; Engineering & allied sciences; Civil engineering; Geotechnical engineering; Tunneling and trenches; tunnelling; settlement

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APA (6th Edition):

Pickhaver, J. A. (2006). Numerical modelling of building response to tunnelling. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:570ebfd5-ec3e-4a0a-a559-d1efddde9e20 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.437034

Chicago Manual of Style (16th Edition):

Pickhaver, John Anthony. “Numerical modelling of building response to tunnelling.” 2006. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:570ebfd5-ec3e-4a0a-a559-d1efddde9e20 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.437034.

MLA Handbook (7th Edition):

Pickhaver, John Anthony. “Numerical modelling of building response to tunnelling.” 2006. Web. 21 Nov 2019.

Vancouver:

Pickhaver JA. Numerical modelling of building response to tunnelling. [Internet] [Doctoral dissertation]. University of Oxford; 2006. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:570ebfd5-ec3e-4a0a-a559-d1efddde9e20 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.437034.

Council of Science Editors:

Pickhaver JA. Numerical modelling of building response to tunnelling. [Doctoral Dissertation]. University of Oxford; 2006. Available from: http://ora.ox.ac.uk/objects/uuid:570ebfd5-ec3e-4a0a-a559-d1efddde9e20 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.437034


University of Oxford

7. Yiu, Wing Nam. Finite element analysis of short-term and long-term building response to tunnelling.

Degree: PhD, 2018, University of Oxford

Tunnelling in urban areas causes short-term and long-term ground movements under existing buildings. Finite element analysis provides a useful option for assessing the likely extent… (more)

Subjects/Keywords: Civil Engineering; Geotechnical engineering; Numerical Analysis (FEA); Constitutive models; Building damage assessment; Soil-structure interaction; Masonry structures; Tunnels & tunnelling; Immediate settlement & consolidation; Finite element analysis

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APA (6th Edition):

Yiu, W. N. (2018). Finite element analysis of short-term and long-term building response to tunnelling. (Doctoral Dissertation). University of Oxford. Retrieved from http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836

Chicago Manual of Style (16th Edition):

Yiu, Wing Nam. “Finite element analysis of short-term and long-term building response to tunnelling.” 2018. Doctoral Dissertation, University of Oxford. Accessed November 21, 2019. http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836.

MLA Handbook (7th Edition):

Yiu, Wing Nam. “Finite element analysis of short-term and long-term building response to tunnelling.” 2018. Web. 21 Nov 2019.

Vancouver:

Yiu WN. Finite element analysis of short-term and long-term building response to tunnelling. [Internet] [Doctoral dissertation]. University of Oxford; 2018. [cited 2019 Nov 21]. Available from: http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836.

Council of Science Editors:

Yiu WN. Finite element analysis of short-term and long-term building response to tunnelling. [Doctoral Dissertation]. University of Oxford; 2018. Available from: http://ora.ox.ac.uk/objects/uuid:3c300067-bc24-4312-97d9-f92a3d37abc6 ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.757836

8. Cristaldi, Giuseppe. Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile.

Degree: 2012, Università degli Studi di Catania

 Il presente lavoro di tesi si colloca all interno del settore di ricerca incentrato sullo studio di innovativi materiali compositi polimerici rinforzati con fibre naturali… (more)

Subjects/Keywords: Area 08 - Ingegneria civile e architettura; natural fiber, polymer composite, civil engineering

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APA (6th Edition):

Cristaldi, G. (2012). Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile. (Thesis). Università degli Studi di Catania. Retrieved from http://hdl.handle.net/10761/1258

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):

Cristaldi, Giuseppe. “Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile.” 2012. Thesis, Università degli Studi di Catania. Accessed November 21, 2019. http://hdl.handle.net/10761/1258.

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

MLA Handbook (7th Edition):

Cristaldi, Giuseppe. “Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile.” 2012. Web. 21 Nov 2019.

Vancouver:

Cristaldi G. Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile. [Internet] [Thesis]. Università degli Studi di Catania; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/10761/1258.

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

Council of Science Editors:

Cristaldi G. Sviluppo di materiali compositi rinforzati con fibre naturali per l'ingegneria civile. [Thesis]. Università degli Studi di Catania; 2012. Available from: http://hdl.handle.net/10761/1258

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

9. Gonçalves, Marta. Freguesia de Cernache do Bonjardim. Territorio y patrimonio.

Degree: 2011, RCAAP

 Este trabajo tiene como área de estúdio la freguesia de Cernache do Bonjardim, situada en el concelho de Sertã, distrito de Castelo Branco, en el… (more)

Subjects/Keywords: Planification urbanistica; Ingenieria civil; Historia local; Urbanismo; Domínio/Área Científica::Engenharia e Tecnologia::Engenharia Civil

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APA (6th Edition):

Gonçalves, M. (2011). Freguesia de Cernache do Bonjardim. Territorio y patrimonio. (Thesis). RCAAP. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368

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):

Gonçalves, Marta. “Freguesia de Cernache do Bonjardim. Territorio y patrimonio.” 2011. Thesis, RCAAP. Accessed November 21, 2019. https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368.

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

MLA Handbook (7th Edition):

Gonçalves, Marta. “Freguesia de Cernache do Bonjardim. Territorio y patrimonio.” 2011. Web. 21 Nov 2019.

Vancouver:

Gonçalves M. Freguesia de Cernache do Bonjardim. Territorio y patrimonio. [Internet] [Thesis]. RCAAP; 2011. [cited 2019 Nov 21]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368.

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

Council of Science Editors:

Gonçalves M. Freguesia de Cernache do Bonjardim. Territorio y patrimonio. [Thesis]. RCAAP; 2011. Available from: https://www.rcaap.pt/detail.jsp?id=oai:sapientia.ualg.pt:10400.1/10368

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


Uppsala University

10. Sköld, Markus. Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells.

Degree: Solid State Electronics, 2016, Uppsala University

  In this thesis Cu(In,Ga)Se2 (CIGS) solar cells with different sodiumdoping of the CIGS absorber and varying Al2O3 rear surface passivationlayer thickness have been manufactured… (more)

Subjects/Keywords: Sodium; Na; CIGS; solar cells; Passivation; rear contact; Al2O3; tunnelling; tunneling; Other Materials Engineering; Annan materialteknik; Energy Engineering; Energiteknik

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APA (6th Edition):

Sköld, M. (2016). Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells. (Thesis). Uppsala University. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-311149

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):

Sköld, Markus. “Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells.” 2016. Thesis, Uppsala University. Accessed November 21, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-311149.

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

MLA Handbook (7th Edition):

Sköld, Markus. “Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells.” 2016. Web. 21 Nov 2019.

Vancouver:

Sköld M. Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells. [Internet] [Thesis]. Uppsala University; 2016. [cited 2019 Nov 21]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-311149.

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

Council of Science Editors:

Sköld M. Influence of Na doping on tunnelling rear contact passivation in Cu(In,Ga)Se2 solar cells. [Thesis]. Uppsala University; 2016. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:uu:diva-311149

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


Texas A&M University

11. Kolb, Stephanie Lang. A preliminary evaluation of a speed threshold incident detection algorithm.

Degree: MS, civil engineering, 2012, Texas A&M University

 Traffic management centers can reduce emergency vehicle response time to incidents with immediate detection of incidents. Traffic management centers detect incidents by applying speed, occupancy,… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Kolb, S. L. (2012). A preliminary evaluation of a speed threshold incident detection algorithm. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-K654

Chicago Manual of Style (16th Edition):

Kolb, Stephanie Lang. “A preliminary evaluation of a speed threshold incident detection algorithm.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-K654.

MLA Handbook (7th Edition):

Kolb, Stephanie Lang. “A preliminary evaluation of a speed threshold incident detection algorithm.” 2012. Web. 21 Nov 2019.

Vancouver:

Kolb SL. A preliminary evaluation of a speed threshold incident detection algorithm. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-K654.

Council of Science Editors:

Kolb SL. A preliminary evaluation of a speed threshold incident detection algorithm. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-K654


Texas A&M University

12. Lehmann, Erwin August. A procedure for automatically linking a geographical database and a pavement attribute database.

Degree: MS, civil engineering, 2012, Texas A&M University

 Many municipalities have operational Pavement Management Systems (PMS) in one form or another. These municipalities desire the ability to access, manipulate, analyze, display, and report… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Lehmann, E. A. (2012). A procedure for automatically linking a geographical database and a pavement attribute database. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-L456

Chicago Manual of Style (16th Edition):

Lehmann, Erwin August. “A procedure for automatically linking a geographical database and a pavement attribute database.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-L456.

MLA Handbook (7th Edition):

Lehmann, Erwin August. “A procedure for automatically linking a geographical database and a pavement attribute database.” 2012. Web. 21 Nov 2019.

Vancouver:

Lehmann EA. A procedure for automatically linking a geographical database and a pavement attribute database. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-L456.

Council of Science Editors:

Lehmann EA. A procedure for automatically linking a geographical database and a pavement attribute database. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-L456


Texas A&M University

13. McArthur, Karl Edward. Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas.

Degree: MS, civil engineering, 2012, Texas A&M University

 The U.S. Geological Survey Surface Water Flow and Transport Model in Two-Dimensions (SV*9FT2D) model was applied to the northern half of the Laguna Madre Estuary.… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

McArthur, K. E. (2012). Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M322

Chicago Manual of Style (16th Edition):

McArthur, Karl Edward. “Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M322.

MLA Handbook (7th Edition):

McArthur, Karl Edward. “Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas.” 2012. Web. 21 Nov 2019.

Vancouver:

McArthur KE. Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M322.

Council of Science Editors:

McArthur KE. Comparasion of finite difference and finite element hydrodynamic models applied to the Laguna Madre Estuary, Texas. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M322


Texas A&M University

14. McCaleb, James Bradley. Evaluation of alternative sign replacement strategies.

Degree: MS, civil engineering, 2012, Texas A&M University

 The Secretary of Transportation was directed by Congress, in the U.S. DOT Appropriations Act of 1992, to revise the manuel on Uniform traffic Control Devices… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

McCaleb, J. B. (2012). Evaluation of alternative sign replacement strategies. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M324

Chicago Manual of Style (16th Edition):

McCaleb, James Bradley. “Evaluation of alternative sign replacement strategies.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M324.

MLA Handbook (7th Edition):

McCaleb, James Bradley. “Evaluation of alternative sign replacement strategies.” 2012. Web. 21 Nov 2019.

Vancouver:

McCaleb JB. Evaluation of alternative sign replacement strategies. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M324.

Council of Science Editors:

McCaleb JB. Evaluation of alternative sign replacement strategies. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M324


Texas A&M University

15. McMahan, Anastasia K. Pedestrian-induced vibrations on structural systems.

Degree: MS, civil engineering, 2012, Texas A&M University

 Although models have been suggested to describe the loadings caused by pedestrian motion, they do not adequately model pedestrian loading patterns. Therefore the task of… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

McMahan, A. K. (2012). Pedestrian-induced vibrations on structural systems. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M336

Chicago Manual of Style (16th Edition):

McMahan, Anastasia K. “Pedestrian-induced vibrations on structural systems.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M336.

MLA Handbook (7th Edition):

McMahan, Anastasia K. “Pedestrian-induced vibrations on structural systems.” 2012. Web. 21 Nov 2019.

Vancouver:

McMahan AK. Pedestrian-induced vibrations on structural systems. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M336.

Council of Science Editors:

McMahan AK. Pedestrian-induced vibrations on structural systems. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M336


Texas A&M University

16. Muthukrishnan, Shankar. Oil spill response resources.

Degree: MS, civil engineering, 2012, Texas A&M University

 Pollution has become one of the main problems being faced by humanity. Preventing pollution from occurring might be the best idea but is not possible… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Muthukrishnan, S. (2012). Oil spill response resources. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M884

Chicago Manual of Style (16th Edition):

Muthukrishnan, Shankar. “Oil spill response resources.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M884.

MLA Handbook (7th Edition):

Muthukrishnan, Shankar. “Oil spill response resources.” 2012. Web. 21 Nov 2019.

Vancouver:

Muthukrishnan S. Oil spill response resources. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M884.

Council of Science Editors:

Muthukrishnan S. Oil spill response resources. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-M884


Texas A&M University

17. Nageswara, Ramanan Venkat. Strategies for improved arterial coordination using actuated control.

Degree: MS, civil engineering, 2012, Texas A&M University

 Traffic actuated signals have been efficiently used in controlling isolated I intersections because they respond to random traffic fluctuations using detectors on all approaches. Application… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Nageswara, R. V. (2012). Strategies for improved arterial coordination using actuated control. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N34

Chicago Manual of Style (16th Edition):

Nageswara, Ramanan Venkat. “Strategies for improved arterial coordination using actuated control.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N34.

MLA Handbook (7th Edition):

Nageswara, Ramanan Venkat. “Strategies for improved arterial coordination using actuated control.” 2012. Web. 21 Nov 2019.

Vancouver:

Nageswara RV. Strategies for improved arterial coordination using actuated control. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N34.

Council of Science Editors:

Nageswara RV. Strategies for improved arterial coordination using actuated control. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N34


Texas A&M University

18. Natarajan, Sriram. Effect of progression on capacity of interchange ramp weaving.

Degree: MS, civil engineering, 2012, Texas A&M University

 Several traffic operational problems are routinely being experienced at one of the most critical elements in the highway system, i.e., grade-separated interchanges. A concern among… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Natarajan, S. (2012). Effect of progression on capacity of interchange ramp weaving. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N372

Chicago Manual of Style (16th Edition):

Natarajan, Sriram. “Effect of progression on capacity of interchange ramp weaving.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N372.

MLA Handbook (7th Edition):

Natarajan, Sriram. “Effect of progression on capacity of interchange ramp weaving.” 2012. Web. 21 Nov 2019.

Vancouver:

Natarajan S. Effect of progression on capacity of interchange ramp weaving. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N372.

Council of Science Editors:

Natarajan S. Effect of progression on capacity of interchange ramp weaving. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-N372


Texas A&M University

19. O'Boyle, Margaret. Evaluation methodology for structures subjected to seismic loading.

Degree: MS, civil engineering, 2012, Texas A&M University

 A method to evaluate the performance of new and existing structures subjected to earthquakes is proposed. This method, derived from the Capacity Spectrum Method, can… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

O'Boyle, M. (2012). Evaluation methodology for structures subjected to seismic loading. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-O26

Chicago Manual of Style (16th Edition):

O'Boyle, Margaret. “Evaluation methodology for structures subjected to seismic loading.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-O26.

MLA Handbook (7th Edition):

O'Boyle, Margaret. “Evaluation methodology for structures subjected to seismic loading.” 2012. Web. 21 Nov 2019.

Vancouver:

O'Boyle M. Evaluation methodology for structures subjected to seismic loading. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-O26.

Council of Science Editors:

O'Boyle M. Evaluation methodology for structures subjected to seismic loading. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-O26


Texas A&M University

20. Raina, Madhulika. Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer.

Degree: MS, civil engineering, 2012, Texas A&M University

 A new method for determining the PMI 0 concentrations has been developed. It is called the I-fiVol/Coulter process and involves using the high volume sampler… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Raina, M. (2012). Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R35

Chicago Manual of Style (16th Edition):

Raina, Madhulika. “Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R35.

MLA Handbook (7th Edition):

Raina, Madhulika. “Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer.” 2012. Web. 21 Nov 2019.

Vancouver:

Raina M. Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R35.

Council of Science Editors:

Raina M. Determining TSP, PM10 & PM2.5 using the Coulter Counter Multisizer. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R35


Texas A&M University

21. Ramabhadran, Sanjay. Solidification/stabilization of simulated uranium and nickel contaminated sludges.

Degree: MS, civil engineering, 2012, Texas A&M University

 Research missions in nuclear energy conducted by the U.S. Department of Energy facilities have generated large volumes of mixed wastes with hazardous and radioactive components.… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Ramabhadran, S. (2012). Solidification/stabilization of simulated uranium and nickel contaminated sludges. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R357

Chicago Manual of Style (16th Edition):

Ramabhadran, Sanjay. “Solidification/stabilization of simulated uranium and nickel contaminated sludges.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R357.

MLA Handbook (7th Edition):

Ramabhadran, Sanjay. “Solidification/stabilization of simulated uranium and nickel contaminated sludges.” 2012. Web. 21 Nov 2019.

Vancouver:

Ramabhadran S. Solidification/stabilization of simulated uranium and nickel contaminated sludges. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R357.

Council of Science Editors:

Ramabhadran S. Solidification/stabilization of simulated uranium and nickel contaminated sludges. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R357


Texas A&M University

22. Reddy, Praveena Gutha. A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems.

Degree: MS, civil engineering, 2012, Texas A&M University

 The problem of reflection cracking through the conventional asphalt concrete overlays has increased the need to find new materials which could resist cracking or fracture… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Reddy, P. G. (2012). A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R43

Chicago Manual of Style (16th Edition):

Reddy, Praveena Gutha. “A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R43.

MLA Handbook (7th Edition):

Reddy, Praveena Gutha. “A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems.” 2012. Web. 21 Nov 2019.

Vancouver:

Reddy PG. A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R43.

Council of Science Editors:

Reddy PG. A comparison of the fracture properties of conventional and polymer-modified two-layer asphalt concrete overlay systems. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-R43


Texas A&M University

23. Schuckel, Clint Edwin. An evaluation of supplemental signing at two-way stop-controlled intersections.

Degree: MS, civil engineering, 2012, Texas A&M University

 Drivers entering a two-way stop-controlled (TWSC) intersection with similar approach geometries and volumes may make the incorrect assumption that all approach legs are required to… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Schuckel, C. E. (2012). An evaluation of supplemental signing at two-way stop-controlled intersections. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S38

Chicago Manual of Style (16th Edition):

Schuckel, Clint Edwin. “An evaluation of supplemental signing at two-way stop-controlled intersections.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S38.

MLA Handbook (7th Edition):

Schuckel, Clint Edwin. “An evaluation of supplemental signing at two-way stop-controlled intersections.” 2012. Web. 21 Nov 2019.

Vancouver:

Schuckel CE. An evaluation of supplemental signing at two-way stop-controlled intersections. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S38.

Council of Science Editors:

Schuckel CE. An evaluation of supplemental signing at two-way stop-controlled intersections. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S38


Texas A&M University

24. Serna, Oscar R. Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads.

Degree: MS, civil engineering, 2012, Texas A&M University

 The principal objective of this investigation is to develop and verify a numerical method for prediction of failure for cross-rolled beryllium sheet structures that are… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Serna, O. R. (2012). Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S473

Chicago Manual of Style (16th Edition):

Serna, Oscar R. “Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S473.

MLA Handbook (7th Edition):

Serna, Oscar R. “Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads.” 2012. Web. 21 Nov 2019.

Vancouver:

Serna OR. Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S473.

Council of Science Editors:

Serna OR. Dynamic failure prediction of cross-rolled beryllium sheets subjected to vibration loads. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S473


Texas A&M University

25. Shull, Lee Anne. An investigation of driver behavior at highway-railroad grade crossings.

Degree: MS, civil engineering, 2012, Texas A&M University

 Highway-railroad grade crossings are classified as either "active" or "passive" depending on the ability of the warning system to indicate the presence of an approaching… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Shull, L. A. (2012). An investigation of driver behavior at highway-railroad grade crossings. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S553

Chicago Manual of Style (16th Edition):

Shull, Lee Anne. “An investigation of driver behavior at highway-railroad grade crossings.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S553.

MLA Handbook (7th Edition):

Shull, Lee Anne. “An investigation of driver behavior at highway-railroad grade crossings.” 2012. Web. 21 Nov 2019.

Vancouver:

Shull LA. An investigation of driver behavior at highway-railroad grade crossings. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S553.

Council of Science Editors:

Shull LA. An investigation of driver behavior at highway-railroad grade crossings. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S553


Texas A&M University

26. Sivaraju, Muruganandam. Microbial interactions for 2,4,6-Trinitrotoluene biotransformation.

Degree: MS, civil engineering, 2012, Texas A&M University

 Much of the research in the past on the biodegradation of TNT has been directed towards pure culture studies with very little emphasis on mixed… (more)

Subjects/Keywords: civil engineering; Major civil engineering

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APA (6th Edition):

Sivaraju, M. (2012). Microbial interactions for 2,4,6-Trinitrotoluene biotransformation. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S58

Chicago Manual of Style (16th Edition):

Sivaraju, Muruganandam. “Microbial interactions for 2,4,6-Trinitrotoluene biotransformation.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S58.

MLA Handbook (7th Edition):

Sivaraju, Muruganandam. “Microbial interactions for 2,4,6-Trinitrotoluene biotransformation.” 2012. Web. 21 Nov 2019.

Vancouver:

Sivaraju M. Microbial interactions for 2,4,6-Trinitrotoluene biotransformation. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S58.

Council of Science Editors:

Sivaraju M. Microbial interactions for 2,4,6-Trinitrotoluene biotransformation. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S58


Texas A&M University

27. Sriraman, Supriya. Mechanistic modeling of roughness on continuously reinforced concrete pavement.

Degree: MS, civil engineering, 2012, Texas A&M University

 Roughness can be termed as the irregularity on the surface of the road which is familiar to all the users of the road. A description… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

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APA (6th Edition):

Sriraman, S. (2012). Mechanistic modeling of roughness on continuously reinforced concrete pavement. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S737

Chicago Manual of Style (16th Edition):

Sriraman, Supriya. “Mechanistic modeling of roughness on continuously reinforced concrete pavement.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S737.

MLA Handbook (7th Edition):

Sriraman, Supriya. “Mechanistic modeling of roughness on continuously reinforced concrete pavement.” 2012. Web. 21 Nov 2019.

Vancouver:

Sriraman S. Mechanistic modeling of roughness on continuously reinforced concrete pavement. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S737.

Council of Science Editors:

Sriraman S. Mechanistic modeling of roughness on continuously reinforced concrete pavement. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S737


Texas A&M University

28. Stromatt, Rebecca Faye. Performance of bolted wood connections using supplemental confining devices.

Degree: MS, civil engineering, 2012, Texas A&M University

 In the aftermath of the 1994 Northridge Earthquake, extensive field investigations revealed damage in wood frame construction in the form of splitting the 2x4 or… (more)

Subjects/Keywords: civil engineering; Major civil engineering

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APA (6th Edition):

Stromatt, R. F. (2012). Performance of bolted wood connections using supplemental confining devices. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S77

Chicago Manual of Style (16th Edition):

Stromatt, Rebecca Faye. “Performance of bolted wood connections using supplemental confining devices.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S77.

MLA Handbook (7th Edition):

Stromatt, Rebecca Faye. “Performance of bolted wood connections using supplemental confining devices.” 2012. Web. 21 Nov 2019.

Vancouver:

Stromatt RF. Performance of bolted wood connections using supplemental confining devices. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S77.

Council of Science Editors:

Stromatt RF. Performance of bolted wood connections using supplemental confining devices. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S77


Texas A&M University

29. Sullivan, George Ray. Owner/contractor work structure process with integrated alignment framework.

Degree: MS, civil engineering, 2012, Texas A&M University

 Owner and contractor companies are experiencing organizational change in an attempt to maintain or increase their marketshare in a global economy. This change is driven… (more)

Subjects/Keywords: civil engineering; Major civil engineering

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

APA (6th Edition):

Sullivan, G. R. (2012). Owner/contractor work structure process with integrated alignment framework. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S85

Chicago Manual of Style (16th Edition):

Sullivan, George Ray. “Owner/contractor work structure process with integrated alignment framework.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S85.

MLA Handbook (7th Edition):

Sullivan, George Ray. “Owner/contractor work structure process with integrated alignment framework.” 2012. Web. 21 Nov 2019.

Vancouver:

Sullivan GR. Owner/contractor work structure process with integrated alignment framework. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S85.

Council of Science Editors:

Sullivan GR. Owner/contractor work structure process with integrated alignment framework. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-S85


Texas A&M University

30. Titus-Glover, Cyril James. Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses.

Degree: MS, civil engineering, 2012, Texas A&M University

 This study evaluated the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses. The National Cooperative Highway Research Program (NCHRP) Report… (more)

Subjects/Keywords: civil engineering.; Major civil engineering.

Record DetailsSimilar RecordsGoogle PlusoneFacebookTwitterCiteULikeMendeleyreddit

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

APA (6th Edition):

Titus-Glover, C. J. (2012). Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-T58

Chicago Manual of Style (16th Edition):

Titus-Glover, Cyril James. “Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses.” 2012. Masters Thesis, Texas A&M University. Accessed November 21, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-T58.

MLA Handbook (7th Edition):

Titus-Glover, Cyril James. “Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses.” 2012. Web. 21 Nov 2019.

Vancouver:

Titus-Glover CJ. Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 21]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-T58.

Council of Science Editors:

Titus-Glover CJ. Evaluation of the adequacy of the 2000P test vehicle as a surrogate for light truck subclasses. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1996-THESIS-T58

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