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You searched for subject:(Residual shear strength). Showing records 1 – 17 of 17 total matches.

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Cal Poly

1. Xu, Yingyi. Residual Strength of Franciscan-Derived Clay.

Degree: MS, Civil and Environmental Engineering, 2020, Cal Poly

  In February of 2017 after a period of heavy rainfall, a slope destabilized behind Fremont Hall on the campus of Cal Poly San Luis… (more)

Subjects/Keywords: residual strength; torsional ring shear; direct shear reversal; Geotechnical Engineering

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

APA (6th Edition):

Xu, Y. (2020). Residual Strength of Franciscan-Derived Clay. (Masters Thesis). Cal Poly. Retrieved from https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19

Chicago Manual of Style (16th Edition):

Xu, Yingyi. “Residual Strength of Franciscan-Derived Clay.” 2020. Masters Thesis, Cal Poly. Accessed February 27, 2021. https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19.

MLA Handbook (7th Edition):

Xu, Yingyi. “Residual Strength of Franciscan-Derived Clay.” 2020. Web. 27 Feb 2021.

Vancouver:

Xu Y. Residual Strength of Franciscan-Derived Clay. [Internet] [Masters thesis]. Cal Poly; 2020. [cited 2021 Feb 27]. Available from: https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19.

Council of Science Editors:

Xu Y. Residual Strength of Franciscan-Derived Clay. [Masters Thesis]. Cal Poly; 2020. Available from: https://digitalcommons.calpoly.edu/theses/2128 ; 10.15368/theses.2020.19


Virginia Tech

2. Al Rufaydah, Abdullah Saeed. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.

Degree: MS, Civil Engineering, 2021, Virginia Tech

 Many bridges in the United States were built using longitudinal members, called girders, made of prestressed concrete. In prestressed concrete, because concrete cannot resist high… (more)

Subjects/Keywords: Corrosion Damage; Shear strength; Prestressed concrete girders; Bridges; Forensic engineering; Residual shear strength

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APA (6th Edition):

Al Rufaydah, A. S. (2021). Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. (Masters Thesis). Virginia Tech. Retrieved from http://hdl.handle.net/10919/101848

Chicago Manual of Style (16th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Masters Thesis, Virginia Tech. Accessed February 27, 2021. http://hdl.handle.net/10919/101848.

MLA Handbook (7th Edition):

Al Rufaydah, Abdullah Saeed. “Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders.” 2021. Web. 27 Feb 2021.

Vancouver:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Internet] [Masters thesis]. Virginia Tech; 2021. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10919/101848.

Council of Science Editors:

Al Rufaydah AS. Shear Strength Assessment of Corrosion-Damaged Prestressed Concrete Girders. [Masters Thesis]. Virginia Tech; 2021. Available from: http://hdl.handle.net/10919/101848


Universidade do Rio Grande do Sul

3. Santos, Viviane Rocha dos. Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações.

Degree: 2012, Universidade do Rio Grande do Sul

Os movimentos de massa de solo, geralmente, estão relacionados com a mobilização da resistência de uma ou várias superfícies de ruptura pré-existentes. Dessa maneira, o… (more)

Subjects/Keywords: Resistência ao cisalhamento; Shear strength; Residual shear strength; Ensaios de torção; Equipamento; Residual friction angle; Estabilização do solo; Torsion tests; Ring shear

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APA (6th Edition):

Santos, V. R. d. (2012). Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/76086

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):

Santos, Viviane Rocha dos. “Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações.” 2012. Thesis, Universidade do Rio Grande do Sul. Accessed February 27, 2021. http://hdl.handle.net/10183/76086.

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

MLA Handbook (7th Edition):

Santos, Viviane Rocha dos. “Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações.” 2012. Web. 27 Feb 2021.

Vancouver:

Santos VRd. Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2012. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10183/76086.

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

Council of Science Editors:

Santos VRd. Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações. [Thesis]. Universidade do Rio Grande do Sul; 2012. Available from: http://hdl.handle.net/10183/76086

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

4. Carnero Guzmán, Genaro Gonzalo. Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado.

Degree: Mestrado, Engenharia Geotécnica, 2014, University of São Paulo

A compactação de solos em climas com elevada concentração de precipitação apresenta dificuldade que afetam o cronograma físico e financeiro das obras. A execução de… (more)

Subjects/Keywords: Quasi-saturated soil; Residual soil; Resistência ao cisalhamento; Shear strength; Solo quasi-saturado; Solo residual; Sucção; Suction; Tensiometer; Tensiômetro

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APA (6th Edition):

Carnero Guzmán, G. G. (2014). Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-26122014-153757/ ;

Chicago Manual of Style (16th Edition):

Carnero Guzmán, Genaro Gonzalo. “Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado.” 2014. Masters Thesis, University of São Paulo. Accessed February 27, 2021. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-26122014-153757/ ;.

MLA Handbook (7th Edition):

Carnero Guzmán, Genaro Gonzalo. “Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado.” 2014. Web. 27 Feb 2021.

Vancouver:

Carnero Guzmán GG. Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado. [Internet] [Masters thesis]. University of São Paulo; 2014. [cited 2021 Feb 27]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-26122014-153757/ ;.

Council of Science Editors:

Carnero Guzmán GG. Contribuições ao estudo do comportamento de um solo residual compactado quasi-saturado. [Masters Thesis]. University of São Paulo; 2014. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-26122014-153757/ ;

5. Zhu, Wenjun. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.

Degree: Docteur es, Génie Civil, 2014, Toulouse, INSA

Cette thèse s’intéresse à l’étude l’effet de la corrosion sur les propriétés mécaniques des armatures corrodées et les performances mécaniques résiduelles des poutres corrodées. L’étude… (more)

Subjects/Keywords: Chlorures; Ductilité; Béton armé; Flexion; Effort tranchant; Corrosion; Mechanical properties; Chloride; Residual ductility; Expansion coefficient; Shear bending; Corrosion; Residual strength; 620.137

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APA (6th Edition):

Zhu, W. (2014). Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. (Doctoral Dissertation). Toulouse, INSA. Retrieved from http://www.theses.fr/2014ISAT0013

Chicago Manual of Style (16th Edition):

Zhu, Wenjun. “Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.” 2014. Doctoral Dissertation, Toulouse, INSA. Accessed February 27, 2021. http://www.theses.fr/2014ISAT0013.

MLA Handbook (7th Edition):

Zhu, Wenjun. “Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams.” 2014. Web. 27 Feb 2021.

Vancouver:

Zhu W. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. [Internet] [Doctoral dissertation]. Toulouse, INSA; 2014. [cited 2021 Feb 27]. Available from: http://www.theses.fr/2014ISAT0013.

Council of Science Editors:

Zhu W. Effet de la corrosion sur les propriétés mécaniques de l'armature corrodée et la performance structurale résiduelle des poutres corrodées : Effect of corrosion on the mechanical properties of the corroded reinforcement and the residual structural performance of the corroded beams. [Doctoral Dissertation]. Toulouse, INSA; 2014. Available from: http://www.theses.fr/2014ISAT0013

6. Bae, Seongwan. Drained residual shear and interface strength of soils at low effective normal stress.

Degree: MSin Engineering, Civil Engineering, 2009, University of Texas – Austin

 The drained residual shear strength at the interface between soils and solid materials can be of importance in evaluating the stability of geotechnical structures. Drained… (more)

Subjects/Keywords: Drained residual shear strength; interface strength

…Abstract Drained Residual Shear and Interface Strength of Soils at Low Effective Normal Stress… …drained residual shear strength at the interface between soils and solid materials can be of… …drained residual shear and interface strength of soils at low effective normal stresses so as to… …measure the drained residual shear and interface strength of marine clays and sand-kaolinite… …residual shear strength both for the interface and for the soils is not affected by the over… 

Page 1 Page 2 Page 3 Page 4 Page 5

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APA (6th Edition):

Bae, S. (2009). Drained residual shear and interface strength of soils at low effective normal stress. (Masters Thesis). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/ETD-UT-2009-08-388

Chicago Manual of Style (16th Edition):

Bae, Seongwan. “Drained residual shear and interface strength of soils at low effective normal stress.” 2009. Masters Thesis, University of Texas – Austin. Accessed February 27, 2021. http://hdl.handle.net/2152/ETD-UT-2009-08-388.

MLA Handbook (7th Edition):

Bae, Seongwan. “Drained residual shear and interface strength of soils at low effective normal stress.” 2009. Web. 27 Feb 2021.

Vancouver:

Bae S. Drained residual shear and interface strength of soils at low effective normal stress. [Internet] [Masters thesis]. University of Texas – Austin; 2009. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/2152/ETD-UT-2009-08-388.

Council of Science Editors:

Bae S. Drained residual shear and interface strength of soils at low effective normal stress. [Masters Thesis]. University of Texas – Austin; 2009. Available from: http://hdl.handle.net/2152/ETD-UT-2009-08-388


Universidade do Rio Grande do Sul

7. Heidemann, Marcelo. Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC.

Degree: 2011, Universidade do Rio Grande do Sul

Esta dissertação apresenta os procedimentos experimentais e resultados obtidos na caracterização geotécnica de um solo residual de granulito envolvido na instabilização de uma encosta no… (more)

Subjects/Keywords: Landslides; Geotecnica; Geotechnical tests; Solo tropical; Tropical soils; Resistência ao cisalhamento; Ensaios (Engenharia); Shear strength; Residual friction angle

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APA (6th Edition):

Heidemann, M. (2011). Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/30118

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):

Heidemann, Marcelo. “Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC.” 2011. Thesis, Universidade do Rio Grande do Sul. Accessed February 27, 2021. http://hdl.handle.net/10183/30118.

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

MLA Handbook (7th Edition):

Heidemann, Marcelo. “Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC.” 2011. Web. 27 Feb 2021.

Vancouver:

Heidemann M. Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2011. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10183/30118.

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

Council of Science Editors:

Heidemann M. Caracterização geotécnica de um solo residual de granulito envolvido em uma ruptura de talude em Gaspar - SC. [Thesis]. Universidade do Rio Grande do Sul; 2011. Available from: http://hdl.handle.net/10183/30118

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


Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

8. Papadopoulos, Stefanos. Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη.

Degree: 2014, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

 The aim of this thesis is the examination of the influence of the acceleration and the rate of displacement to the residual strength of soils… (more)

Subjects/Keywords: Παραμένουσα αντοχή; Συσκευή περιστροφικής διάτμησης; Ταχύτητα διάτμησης; Φλύσχης; Residual strength; Ring shear apparatus; Rate of Displacement; Flysch

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APA (6th Edition):

Papadopoulos, S. (2014). Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/33106

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):

Papadopoulos, Stefanos. “Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη.” 2014. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed February 27, 2021. http://hdl.handle.net/10442/hedi/33106.

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

MLA Handbook (7th Edition):

Papadopoulos, Stefanos. “Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη.” 2014. Web. 27 Feb 2021.

Vancouver:

Papadopoulos S. Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2014. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10442/hedi/33106.

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

Council of Science Editors:

Papadopoulos S. Η επίδραση της ταχύτητας διάτμησης στην παραμένουσα αντοχή φλύσχη. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2014. Available from: http://hdl.handle.net/10442/hedi/33106

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


Virginia Tech

9. Meehan, Christopher Lee. An Experimental Study of the Dynamic Behavior of Slickensided Surfaces.

Degree: PhD, Civil Engineering, 2006, Virginia Tech

 When a clay soil is sheared, clay particles along the shear plane become aligned in the direction of shear, forming â slickensidedâ surfaces. Slickensided surfaces… (more)

Subjects/Keywords: Earthquakes; Cyclic Loading; Shear Strength; Residual Strength; Clay; Slope Stability

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APA (6th Edition):

Meehan, C. L. (2006). An Experimental Study of the Dynamic Behavior of Slickensided Surfaces. (Doctoral Dissertation). Virginia Tech. Retrieved from http://hdl.handle.net/10919/26074

Chicago Manual of Style (16th Edition):

Meehan, Christopher Lee. “An Experimental Study of the Dynamic Behavior of Slickensided Surfaces.” 2006. Doctoral Dissertation, Virginia Tech. Accessed February 27, 2021. http://hdl.handle.net/10919/26074.

MLA Handbook (7th Edition):

Meehan, Christopher Lee. “An Experimental Study of the Dynamic Behavior of Slickensided Surfaces.” 2006. Web. 27 Feb 2021.

Vancouver:

Meehan CL. An Experimental Study of the Dynamic Behavior of Slickensided Surfaces. [Internet] [Doctoral dissertation]. Virginia Tech; 2006. [cited 2021 Feb 27]. Available from: http://hdl.handle.net/10919/26074.

Council of Science Editors:

Meehan CL. An Experimental Study of the Dynamic Behavior of Slickensided Surfaces. [Doctoral Dissertation]. Virginia Tech; 2006. Available from: http://hdl.handle.net/10919/26074


Pontifical Catholic University of Rio de Janeiro

10. MARIA BERNADETE LUCIANO LOPES. [en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG.

Degree: 2007, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho, analisou-se a influência da sucção na resistência ao cisalhamento de um solo residual jovem de filito da região metropolitana de Belo Horizonte… (more)

Subjects/Keywords: [pt] SOLO NAO SATURADO; [en] UNSATURATED SOIL; [pt] SOLO RESIDUAL; [en] RESIDUAL SOIL; [pt] RESISTENCIA AO CISALHAMENTO; [en] SHEAR STRENGTH; [pt] ENSAIO DE CISALHAMENTO; [en] SHEAR TEST

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APA (6th Edition):

LOPES, M. B. L. (2007). [en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9536

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):

LOPES, MARIA BERNADETE LUCIANO. “[en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG.” 2007. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed February 27, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9536.

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

MLA Handbook (7th Edition):

LOPES, MARIA BERNADETE LUCIANO. “[en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG.” 2007. Web. 27 Feb 2021.

Vancouver:

LOPES MBL. [en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. [cited 2021 Feb 27]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9536.

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

Council of Science Editors:

LOPES MBL. [en] INFLUENCE OF SUCTION ON THE SHEAR STRENGTH OF A FILITE RESIDUAL SOIL FROM BELO HORIZONTE, MG. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9536

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


Pontifical Catholic University of Rio de Janeiro

11. TAISE MONIQUE DE OLIVEIRA CARVALHO. [en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED.

Degree: 2007, Pontifical Catholic University of Rio de Janeiro

[pt] Neste trabalho se estuda a influência de um fluido alcalino na resistência ao cisalhamento de dois solos provenientes de Poços de Caldas-MG, sendo um… (more)

Subjects/Keywords: [pt] SOLO RESIDUAL; [en] RESIDUAL SOIL; [pt] RESISTENCIA AO CISALHAMENTO; [en] SHEAR STRENGTH; [pt] LICOR CAUSTICO; [en] CAUSTIC SODA; [pt] SOLO COLUVIONAR; [en] COLLUVIUM SOIL

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APA (6th Edition):

CARVALHO, T. M. D. O. (2007). [en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9509

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):

CARVALHO, TAISE MONIQUE DE OLIVEIRA. “[en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED.” 2007. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed February 27, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9509.

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

MLA Handbook (7th Edition):

CARVALHO, TAISE MONIQUE DE OLIVEIRA. “[en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED.” 2007. Web. 27 Feb 2021.

Vancouver:

CARVALHO TMDO. [en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. [cited 2021 Feb 27]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9509.

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

Council of Science Editors:

CARVALHO TMDO. [en] EFFECTS OF A CAUSTIC LIQUEUR ON THE SHEAR STRENGTH OF A SIENITIC RESIDUAL SOIL AND A COLLUVIUM, UNDEFORMED. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2007. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=9509

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

12. Reis, Rodrigo Martins. Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse.

Degree: PhD, Geotecnia, 2004, University of São Paulo

Neste trabalho estuda-se o comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse, pertencentes a um perfil típico da cidade de Viçosa-Minas Gerais,… (more)

Subjects/Keywords: anisotropia; anisotropy; curva de plastificação; residual soils; resistência ao cisalhamento; shear strength; solos não saturados; solos residuais; unsaturated soils; yielding curve

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

APA (6th Edition):

Reis, R. M. (2004). Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-06112006-163715/ ;

Chicago Manual of Style (16th Edition):

Reis, Rodrigo Martins. “Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse.” 2004. Doctoral Dissertation, University of São Paulo. Accessed February 27, 2021. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-06112006-163715/ ;.

MLA Handbook (7th Edition):

Reis, Rodrigo Martins. “Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse.” 2004. Web. 27 Feb 2021.

Vancouver:

Reis RM. Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse. [Internet] [Doctoral dissertation]. University of São Paulo; 2004. [cited 2021 Feb 27]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-06112006-163715/ ;.

Council of Science Editors:

Reis RM. Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse. [Doctoral Dissertation]. University of São Paulo; 2004. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-06112006-163715/ ;


Universidade do Estado do Rio de Janeiro

13. Anderson Moura Ferreira. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.

Degree: Master, 2010, Universidade do Estado do Rio de Janeiro

Nas últimas décadas, teorias têm sido formuladas para interpretar o comportamento de solos não saturados e estas têm se mostrado coerentes com resultados experimentais. Paralelamente,… (more)

Subjects/Keywords: ENGENHARIA CIVIL; Solos residuais brasileiros não saturados; Curva característica de sucção do solo; Resistência ao cisalhamento não saturada; Problemas inversos; Métodos de otimização; Cisalhamento dos solos; Residual soil brazilian unsaturated; Soil-water characteristic curve; Shear strength; Inverse problem; Optimization methods

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

APA (6th Edition):

Ferreira, A. M. (2010). Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. (Masters Thesis). Universidade do Estado do Rio de Janeiro. Retrieved from http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;

Chicago Manual of Style (16th Edition):

Ferreira, Anderson Moura. “Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.” 2010. Masters Thesis, Universidade do Estado do Rio de Janeiro. Accessed February 27, 2021. http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;.

MLA Handbook (7th Edition):

Ferreira, Anderson Moura. “Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados.” 2010. Web. 27 Feb 2021.

Vancouver:

Ferreira AM. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. [Internet] [Masters thesis]. Universidade do Estado do Rio de Janeiro; 2010. [cited 2021 Feb 27]. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;.

Council of Science Editors:

Ferreira AM. Avaliação de proposições matemáticas para interpretação do comportamento de solos residuais não saturados. [Masters Thesis]. Universidade do Estado do Rio de Janeiro; 2010. Available from: http://www.bdtd.uerj.br/tde_busca/arquivo.php?codArquivo=2485 ;


University of Bristol

14. Privett, Kevin Duncan. The engineering geology of slopes in the south Cotswolds.

Degree: PhD, 1980, University of Bristol

 This thesis presents the results of research undertaken in the south Cotswolds. Emphasis is placed on the engineering geological aspects of planning and construction on… (more)

Subjects/Keywords: 624.1; Engineering geology; Superficial structures; Landslides; Fuller's Earth Formation; Cambering; Gulls; Geomorphological mapping; Residual shear strength; Clay minerals

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APA (6th Edition):

Privett, K. D. (1980). The engineering geology of slopes in the south Cotswolds. (Doctoral Dissertation). University of Bristol. Retrieved from https://researchportal.port.ac.uk/portal/en/theses/the-engineering-geology-of-slopes-in-the-south-cotswolds(25e10c26-3990-4b09-a450-a3f08ad74b2e).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.720025

Chicago Manual of Style (16th Edition):

Privett, Kevin Duncan. “The engineering geology of slopes in the south Cotswolds.” 1980. Doctoral Dissertation, University of Bristol. Accessed February 27, 2021. https://researchportal.port.ac.uk/portal/en/theses/the-engineering-geology-of-slopes-in-the-south-cotswolds(25e10c26-3990-4b09-a450-a3f08ad74b2e).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.720025.

MLA Handbook (7th Edition):

Privett, Kevin Duncan. “The engineering geology of slopes in the south Cotswolds.” 1980. Web. 27 Feb 2021.

Vancouver:

Privett KD. The engineering geology of slopes in the south Cotswolds. [Internet] [Doctoral dissertation]. University of Bristol; 1980. [cited 2021 Feb 27]. Available from: https://researchportal.port.ac.uk/portal/en/theses/the-engineering-geology-of-slopes-in-the-south-cotswolds(25e10c26-3990-4b09-a450-a3f08ad74b2e).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.720025.

Council of Science Editors:

Privett KD. The engineering geology of slopes in the south Cotswolds. [Doctoral Dissertation]. University of Bristol; 1980. Available from: https://researchportal.port.ac.uk/portal/en/theses/the-engineering-geology-of-slopes-in-the-south-cotswolds(25e10c26-3990-4b09-a450-a3f08ad74b2e).html ; https://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.720025


Luleå University of Technology

15. Bro, Markus. Influence of fatigue on headed stud connectors in composite bridges.

Degree: 2004, Luleå University of Technology

Composite bridges are used for road and railroad bridges in Sweden and worldwide. The advantage of composite bridges is that concrete and steel is… (more)

Subjects/Keywords: Technology; Fatigue; Headed shear studs; Composite bridges; Residual; strength; Endurance; Utmattning; Svetsbultar; Samverkansbroar; Kvarstående bärförmåga; Teknik

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

APA (6th Edition):

Bro, M. (2004). Influence of fatigue on headed stud connectors in composite bridges. (Thesis). Luleå University of Technology. Retrieved from http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43373

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):

Bro, Markus. “Influence of fatigue on headed stud connectors in composite bridges.” 2004. Thesis, Luleå University of Technology. Accessed February 27, 2021. http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43373.

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

MLA Handbook (7th Edition):

Bro, Markus. “Influence of fatigue on headed stud connectors in composite bridges.” 2004. Web. 27 Feb 2021.

Vancouver:

Bro M. Influence of fatigue on headed stud connectors in composite bridges. [Internet] [Thesis]. Luleå University of Technology; 2004. [cited 2021 Feb 27]. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43373.

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

Council of Science Editors:

Bro M. Influence of fatigue on headed stud connectors in composite bridges. [Thesis]. Luleå University of Technology; 2004. Available from: http://urn.kb.se/resolve?urn=urn:nbn:se:ltu:diva-43373

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


Louisiana State University

16. Patel, Nachiketa Bharat. Factors affecting the interface shear strength of pavement layers.

Degree: MSCE, Civil and Environmental Engineering, 2010, Louisiana State University

 Flexible pavement structures are built in layers with a certain degree of bonding at the interface, which is affected by several factors which could be… (more)

Subjects/Keywords: Tack coat material type; Residual application rate; Pavement surface type; Pavement interface bonding; Interface shear strength

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

APA (6th Edition):

Patel, N. B. (2010). Factors affecting the interface shear strength of pavement layers. (Masters Thesis). Louisiana State University. Retrieved from etd-07062010-153822 ; https://digitalcommons.lsu.edu/gradschool_theses/3995

Chicago Manual of Style (16th Edition):

Patel, Nachiketa Bharat. “Factors affecting the interface shear strength of pavement layers.” 2010. Masters Thesis, Louisiana State University. Accessed February 27, 2021. etd-07062010-153822 ; https://digitalcommons.lsu.edu/gradschool_theses/3995.

MLA Handbook (7th Edition):

Patel, Nachiketa Bharat. “Factors affecting the interface shear strength of pavement layers.” 2010. Web. 27 Feb 2021.

Vancouver:

Patel NB. Factors affecting the interface shear strength of pavement layers. [Internet] [Masters thesis]. Louisiana State University; 2010. [cited 2021 Feb 27]. Available from: etd-07062010-153822 ; https://digitalcommons.lsu.edu/gradschool_theses/3995.

Council of Science Editors:

Patel NB. Factors affecting the interface shear strength of pavement layers. [Masters Thesis]. Louisiana State University; 2010. Available from: etd-07062010-153822 ; https://digitalcommons.lsu.edu/gradschool_theses/3995


Pontifical Catholic University of Rio de Janeiro

17. MARCONI SOARES ALEIXO. [en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL.

Degree: 2001, Pontifical Catholic University of Rio de Janeiro

[pt] O conhecimento do comportamento de solos residuais é de grande importância para projetos geotécnicos no Brasil e, em particular, na região do Rio de… (more)

Subjects/Keywords: [pt] RELACAO TENSAO X DEFORMACAO; [en] STRESS-STRAIN RELATIONSHIP; [pt] SOLO RESIDUAL DE GNAISSE; [en] GNEISS RESIDUAL SOIL; [pt] ANISOTROPIA; [en] ANISOTROPY; [pt] EQUIPAMENTO TRIAXIAL CUBICO; [en] CUBIC TRIAXIAL EQUIPMENT; [pt] RESISTENCIA AO CISALHAMENTO; [en] SHEAR STRENGTH

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

APA (6th Edition):

ALEIXO, M. S. (2001). [en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1526

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):

ALEIXO, MARCONI SOARES. “[en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL.” 2001. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed February 27, 2021. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1526.

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

MLA Handbook (7th Edition):

ALEIXO, MARCONI SOARES. “[en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL.” 2001. Web. 27 Feb 2021.

Vancouver:

ALEIXO MS. [en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. [cited 2021 Feb 27]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1526.

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

Council of Science Editors:

ALEIXO MS. [en] STRESS - STRAIN BEHAVIOR OF A GNEISS RESIDUAL SOIL USING THE CUBIC TRIAXIAL CELL. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2001. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1526

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

.