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You searched for subject:(Residual soils). Showing records 1 – 24 of 24 total matches.

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University of Western Australia

1. Lao, Dezheng. The stability of open pit mine slopes in residual soils.

Degree: PhD, 2013, University of Western Australia

[Truncated abstract] Deep open pits are becoming increasingly common in the mining industry and the consideration of the design of slopes in open pit mines… (more)

Subjects/Keywords: Slope stability; Residual soils; Strain softening

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

APA (6th Edition):

Lao, D. (2013). The stability of open pit mine slopes in residual soils. (Doctoral Dissertation). University of Western Australia. Retrieved from http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01

Chicago Manual of Style (16th Edition):

Lao, Dezheng. “The stability of open pit mine slopes in residual soils.” 2013. Doctoral Dissertation, University of Western Australia. Accessed November 19, 2019. http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01.

MLA Handbook (7th Edition):

Lao, Dezheng. “The stability of open pit mine slopes in residual soils.” 2013. Web. 19 Nov 2019.

Vancouver:

Lao D. The stability of open pit mine slopes in residual soils. [Internet] [Doctoral dissertation]. University of Western Australia; 2013. [cited 2019 Nov 19]. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01.

Council of Science Editors:

Lao D. The stability of open pit mine slopes in residual soils. [Doctoral Dissertation]. University of Western Australia; 2013. Available from: http://repository.uwa.edu.au:80/R/?func=dbin-jump-full&object_id=34920&local_base=GEN01-INS01


University of Pretoria

2. Freese, Ryan Lloyd. Collapse of residual archaen granitic soils in South Africa.

Degree: Geology, 2013, University of Pretoria

 The collapse of residual Archaen granitic soils in South Africa is a geotechnical hazard that was identified in the 1950’s. Collapse has led to hazardous… (more)

Subjects/Keywords: Soils; South Africa; Collapse of residual Archaen granitic soils; UCTD

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APA (6th Edition):

Freese, R. L. (2013). Collapse of residual archaen granitic soils in South Africa. (Masters Thesis). University of Pretoria. Retrieved from http://hdl.handle.net/2263/33181

Chicago Manual of Style (16th Edition):

Freese, Ryan Lloyd. “Collapse of residual archaen granitic soils in South Africa.” 2013. Masters Thesis, University of Pretoria. Accessed November 19, 2019. http://hdl.handle.net/2263/33181.

MLA Handbook (7th Edition):

Freese, Ryan Lloyd. “Collapse of residual archaen granitic soils in South Africa.” 2013. Web. 19 Nov 2019.

Vancouver:

Freese RL. Collapse of residual archaen granitic soils in South Africa. [Internet] [Masters thesis]. University of Pretoria; 2013. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/2263/33181.

Council of Science Editors:

Freese RL. Collapse of residual archaen granitic soils in South Africa. [Masters Thesis]. University of Pretoria; 2013. Available from: http://hdl.handle.net/2263/33181


Universidade do Rio Grande do Sul

3. Heidemann, Marcelo. Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico.

Degree: 2015, Universidade do Rio Grande do Sul

 Uma encosta localizada no município de São José - SC apresenta extenso histórico de instabilidades. Do ponto de vista litológico há predominância de granitoides na… (more)

Subjects/Keywords: Solo residual; Residual soils; Condutividade hidráulica; Weathering; Alteration; Ensaios triaxiais; Encostas; Geotechnical behavior; Slope stability; Estabilidade; Comportamento geotécnico

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APA (6th Edition):

Heidemann, M. (2015). Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/127860

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. “Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico.” 2015. Thesis, Universidade do Rio Grande do Sul. Accessed November 19, 2019. http://hdl.handle.net/10183/127860.

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. “Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico.” 2015. Web. 19 Nov 2019.

Vancouver:

Heidemann M. Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2015. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10183/127860.

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. Estudo dos solos de uma encosta instável em São José - SC : intemperismo e comportamento geotécnico. [Thesis]. Universidade do Rio Grande do Sul; 2015. Available from: http://hdl.handle.net/10183/127860

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


Universidade do Rio Grande do Sul

4. Rizzon, Matheus Miotto. Efeitos da compactação dinâmica em solo residual.

Degree: 2016, Universidade do Rio Grande do Sul

Não são raros os casos onde os locais escolhidos para a implantação de determinadas obras não apresentam condições adequadas ou desejadas do ponto de vista… (more)

Subjects/Keywords: Resistência ao cisalhamento; Dynamics compaction; Improvement of soils; Condutividade hidráulica; Residual soil; Compactação do solo; Solo residual

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APA (6th Edition):

Rizzon, M. M. (2016). Efeitos da compactação dinâmica em solo residual. (Thesis). Universidade do Rio Grande do Sul. Retrieved from http://hdl.handle.net/10183/149803

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):

Rizzon, Matheus Miotto. “Efeitos da compactação dinâmica em solo residual.” 2016. Thesis, Universidade do Rio Grande do Sul. Accessed November 19, 2019. http://hdl.handle.net/10183/149803.

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

MLA Handbook (7th Edition):

Rizzon, Matheus Miotto. “Efeitos da compactação dinâmica em solo residual.” 2016. Web. 19 Nov 2019.

Vancouver:

Rizzon MM. Efeitos da compactação dinâmica em solo residual. [Internet] [Thesis]. Universidade do Rio Grande do Sul; 2016. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10183/149803.

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

Council of Science Editors:

Rizzon MM. Efeitos da compactação dinâmica em solo residual. [Thesis]. Universidade do Rio Grande do Sul; 2016. Available from: http://hdl.handle.net/10183/149803

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


Indian Institute of Science

5. Revanasiddappa, K. Collapse Behaviour Of Red Soils Of Bangalore District.

Degree: 2000, Indian Institute of Science

 Collapse phenomenon is exhibited by two types of residual soils. The first category of collapsing residual soils is believed to be transported soils that have… (more)

Subjects/Keywords: Structural Engineering; Soil Mechanics; Red Soils - Bangalore; Residual Soils - Bangalore; Soil - Behaviour; Soil - Testing; Red Soil - Collapse Behaviour; Collapsible Residual Soils; Compacted Red Soil; Residual Red Soils

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APA (6th Edition):

Revanasiddappa, K. (2000). Collapse Behaviour Of Red Soils Of Bangalore District. (Thesis). Indian Institute of Science. Retrieved from http://hdl.handle.net/2005/220

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):

Revanasiddappa, K. “Collapse Behaviour Of Red Soils Of Bangalore District.” 2000. Thesis, Indian Institute of Science. Accessed November 19, 2019. http://hdl.handle.net/2005/220.

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

MLA Handbook (7th Edition):

Revanasiddappa, K. “Collapse Behaviour Of Red Soils Of Bangalore District.” 2000. Web. 19 Nov 2019.

Vancouver:

Revanasiddappa K. Collapse Behaviour Of Red Soils Of Bangalore District. [Internet] [Thesis]. Indian Institute of Science; 2000. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/2005/220.

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

Council of Science Editors:

Revanasiddappa K. Collapse Behaviour Of Red Soils Of Bangalore District. [Thesis]. Indian Institute of Science; 2000. Available from: http://hdl.handle.net/2005/220

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

6. Mendes, Rodolfo Moreda. Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP).

Degree: PhD, Engenharia Geotécnica, 2008, University of São Paulo

A presente tese de doutoramento versa sobre o estudo das propriedades geotécnicas de solos residuais não saturados ocorrentes no município de Ubatuba, litoral norte do… (more)

Subjects/Keywords: Escorregamento dos solos; Ground penetrating radar (GPR); Landslides in soils; Radar de penetração no solo; Residual soil; Solo não saturado; Solo residual; Unsaturated soil

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APA (6th Edition):

Mendes, R. M. (2008). Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP). (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/3/3145/tde-02022009-175315/ ;

Chicago Manual of Style (16th Edition):

Mendes, Rodolfo Moreda. “Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP).” 2008. Doctoral Dissertation, University of São Paulo. Accessed November 19, 2019. http://www.teses.usp.br/teses/disponiveis/3/3145/tde-02022009-175315/ ;.

MLA Handbook (7th Edition):

Mendes, Rodolfo Moreda. “Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP).” 2008. Web. 19 Nov 2019.

Vancouver:

Mendes RM. Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP). [Internet] [Doctoral dissertation]. University of São Paulo; 2008. [cited 2019 Nov 19]. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-02022009-175315/ ;.

Council of Science Editors:

Mendes RM. Estudo das propriedades geotécnicas de solos residuais não saturados de Ubatuba (SP). [Doctoral Dissertation]. University of São Paulo; 2008. Available from: http://www.teses.usp.br/teses/disponiveis/3/3145/tde-02022009-175315/ ;

7. Mattos, Kelly Cristina Andrade. Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313.

Degree: Mestrado, Geotecnia, 2009, University of São Paulo

O trabalho apresenta os resultados de pesquisa voltada à investigação de processos de erosão e de deslizamentos afetando taludes rodoviários em solos residuais arenosos. A… (more)

Subjects/Keywords: Cuts; Deslizamentos; Erosão; Erosion; Highways; Landslides; Residual sandy soils; Rodovias; Solos residuais arenosos; SP-280; SP-280; Taludes

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APA (6th Edition):

Mattos, K. C. A. (2009). Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313. (Masters Thesis). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-102600/ ;

Chicago Manual of Style (16th Edition):

Mattos, Kelly Cristina Andrade. “Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313.” 2009. Masters Thesis, University of São Paulo. Accessed November 19, 2019. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-102600/ ;.

MLA Handbook (7th Edition):

Mattos, Kelly Cristina Andrade. “Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313.” 2009. Web. 19 Nov 2019.

Vancouver:

Mattos KCA. Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313. [Internet] [Masters thesis]. University of São Paulo; 2009. [cited 2019 Nov 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-102600/ ;.

Council of Science Editors:

Mattos KCA. Processos de instabilização em taludes rodoviários em solos residuais arenosos: estudo na Rodovia Castello Branco (SP-280), Km 305 a 313. [Masters Thesis]. University of São Paulo; 2009. Available from: http://www.teses.usp.br/teses/disponiveis/18/18132/tde-23032010-102600/ ;


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

8. Chatzigogos, Nikolaos - Panagiotis. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.

Degree: 2015, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ)

Residual soils are formed from the in situ weathering of rocks, they constitute a big class of soils and their mechanical behavior differs significantly from… (more)

Subjects/Keywords: Υπολειμματικά εδάφη; Ακόρεστες συνθήκες; Μηχανισμοί αστοχίας πρανών; Ανάλυση ευστάθειας πρανών; Residual soils; Unsaturated conditions; Slope failure mechanisms; Slope stability analysis

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APA (6th Edition):

Chatzigogos, N. -. P. (2015). Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. (Thesis). Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Retrieved from http://hdl.handle.net/10442/hedi/35760

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):

Chatzigogos, Nikolaos - Panagiotis. “Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.” 2015. Thesis, Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ). Accessed November 19, 2019. http://hdl.handle.net/10442/hedi/35760.

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

MLA Handbook (7th Edition):

Chatzigogos, Nikolaos - Panagiotis. “Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών.” 2015. Web. 19 Nov 2019.

Vancouver:

Chatzigogos N-P. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. [Internet] [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10442/hedi/35760.

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

Council of Science Editors:

Chatzigogos N-P. Συμβολή στη διερεύνηση των μηχανισμών αστοχίας υπολειμματικών εδαφών. [Thesis]. Aristotle University Of Thessaloniki (AUTH); Αριστοτέλειο Πανεπιστήμιο Θεσσαλονίκης (ΑΠΘ); 2015. Available from: http://hdl.handle.net/10442/hedi/35760

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


Universidade do Rio Grande do Sul

9. 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 November 19, 2019. 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. 19 Nov 2019.

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 2019 Nov 19]. 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

10. Gutiérrez Klinsky, Luis Miguel. Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos.

Degree: PhD, Infra-Estrutura de Transportes, 2013, University of São Paulo

O crescimento do setor industrial brasileiro, na última década, tem demandado a fabricação de maior volume de máquinas e peças metálicas. Como resultado, a produção… (more)

Subjects/Keywords: Areia de fundição residual; Base-courses stabilization; Clayey soils; Ensaios ambientais; Environmental tests; Estabilização de bases de pavimentos; Módulo de resiliência; Resilient modulus; Solos argilosos; Waste foundry sand

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

APA (6th Edition):

Gutiérrez Klinsky, L. M. (2013). Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos. (Doctoral Dissertation). University of São Paulo. Retrieved from http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-095052/ ;

Chicago Manual of Style (16th Edition):

Gutiérrez Klinsky, Luis Miguel. “Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos.” 2013. Doctoral Dissertation, University of São Paulo. Accessed November 19, 2019. http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-095052/ ;.

MLA Handbook (7th Edition):

Gutiérrez Klinsky, Luis Miguel. “Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos.” 2013. Web. 19 Nov 2019.

Vancouver:

Gutiérrez Klinsky LM. Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos. [Internet] [Doctoral dissertation]. University of São Paulo; 2013. [cited 2019 Nov 19]. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-095052/ ;.

Council of Science Editors:

Gutiérrez Klinsky LM. Avaliação do reaproveitamento de areia de fundição residual em camadas de pavimentos. [Doctoral Dissertation]. University of São Paulo; 2013. Available from: http://www.teses.usp.br/teses/disponiveis/18/18143/tde-17052013-095052/ ;

11. Tidy, Filipe Miguel Ramos. Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides.

Degree: 2014, Universidade de Évora

 Os principais objetivos deste trabalho são os seguintes: - contribuir para o conhecimento das propriedades geoquímicas, mineralógicas e geomecânicas dos solos residuais de rochas granitóides… (more)

Subjects/Keywords: Solos residuais; Maciços granitóides; Perfís de alteração; Ensaios de caracterização geotécnica; Propriedades geoquímicas; Composição mineralógica; Residual soils; Granitoid masses; Weathering profiles; Geotechnical characterisation tests; Geochemical properties; Mineralogical composition

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

APA (6th Edition):

Tidy, F. M. R. (2014). Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides. (Thesis). Universidade de Évora. Retrieved from https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/12310

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):

Tidy, Filipe Miguel Ramos. “Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides.” 2014. Thesis, Universidade de Évora. Accessed November 19, 2019. https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/12310.

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

MLA Handbook (7th Edition):

Tidy, Filipe Miguel Ramos. “Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides.” 2014. Web. 19 Nov 2019.

Vancouver:

Tidy FMR. Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides. [Internet] [Thesis]. Universidade de Évora; 2014. [cited 2019 Nov 19]. Available from: https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/12310.

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

Council of Science Editors:

Tidy FMR. Avaliação das propriedades geoquímicas, mineralógicas e geomecânicas em perfis de alteraçã de maciços granitóides. [Thesis]. Universidade de Évora; 2014. Available from: https://www.rcaap.pt/detail.jsp?id=oai:dspace.uevora.pt:10174/12310

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

12. Che, Vivian Bih. Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon.

Degree: 2011, Ghent University

 Landslides are well known processes that hamper sustainable development efforts, particularly in developing countries where extreme poverty is already a household to societal scale problem.… (more)

Subjects/Keywords: Earth and Environmental Sciences; susceptibility; landslide; Landslide conditioning factors; SW Cameroon; Mt Cameroon; Limbe; Infoval; seed cells; residual soils; sliding mechanisms; scar geometry; geotechncal properties

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APA (6th Edition):

Che, V. B. (2011). Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon. (Thesis). Ghent University. Retrieved from http://hdl.handle.net/1854/LU-1251879

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):

Che, Vivian Bih. “Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon.” 2011. Thesis, Ghent University. Accessed November 19, 2019. http://hdl.handle.net/1854/LU-1251879.

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

MLA Handbook (7th Edition):

Che, Vivian Bih. “Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon.” 2011. Web. 19 Nov 2019.

Vancouver:

Che VB. Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon. [Internet] [Thesis]. Ghent University; 2011. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1854/LU-1251879.

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

Council of Science Editors:

Che VB. Slope stability analysis and landslide susceptibility assessment on the SE foot slopes of Mt Cameroon. [Thesis]. Ghent University; 2011. Available from: http://hdl.handle.net/1854/LU-1251879

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


University of Florida

13. Thiyya Kkandi, Sudheesh. Study of Grouted Deep Foundations in Cohesionless Soils.

Degree: PhD, Civil Engineering - Civil and Coastal Engineering, 2013, University of Florida

 Grouting of deep foundation subsequent to installation hasbecome popular due to its effectiveness in improving axial capacity underserviceable displacement. Post tip grouting of drilled shafts… (more)

Subjects/Keywords: Axial stress; Diameters; Load tests; Residual stress; Shear stress; Skin friction; Skin resistance; Soils; Stress tests; Test chambers; drilledshaft  – fem  – foundation  – grouting  – interaction  – jetting  – pile  – resistance

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APA (6th Edition):

Thiyya Kkandi, S. (2013). Study of Grouted Deep Foundations in Cohesionless Soils. (Doctoral Dissertation). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0045294

Chicago Manual of Style (16th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Doctoral Dissertation, University of Florida. Accessed November 19, 2019. http://ufdc.ufl.edu/UFE0045294.

MLA Handbook (7th Edition):

Thiyya Kkandi, Sudheesh. “Study of Grouted Deep Foundations in Cohesionless Soils.” 2013. Web. 19 Nov 2019.

Vancouver:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Internet] [Doctoral dissertation]. University of Florida; 2013. [cited 2019 Nov 19]. Available from: http://ufdc.ufl.edu/UFE0045294.

Council of Science Editors:

Thiyya Kkandi S. Study of Grouted Deep Foundations in Cohesionless Soils. [Doctoral Dissertation]. University of Florida; 2013. Available from: http://ufdc.ufl.edu/UFE0045294

14. 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 (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 November 19, 2019. 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. 19 Nov 2019.

Vancouver:

Reis RM. Comportamento tensão-deformação de dois horizontes de um solo residual de gnaisse. [Internet] [Doctoral dissertation]. University of São Paulo; 2004. [cited 2019 Nov 19]. 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/ ;


Pontifical Catholic University of Rio de Janeiro

15. MONICA PRISCILLA HERNANDEZ MONCADA. [en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS.

Degree: 2008, Pontifical Catholic University of Rio de Janeiro

[pt] O presente trabalho de pesquisa teve dois objetivos principais. O primeiro foi obter um índice geotécnico que permita avaliar o grau de intemperismo dos… (more)

Subjects/Keywords: [pt] SOLO RESIDUAL; [en] RESIDUAL SOIL; [pt] SOLOS NAO SATURADOS; [en] NON-SATURED SOIL; [pt] FUNCAO DE PERMEABILIDADE; [en] HIDRAULIC CONDUCTIVITY CURVE; [pt] SOLOS TROPICAIS; [en] TROPICAL SOILS; [pt] SOLOS NAO SATURADOS; [en] UNSATURATED SOILS

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APA (6th Edition):

MONCADA, M. P. H. (2008). [en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS. (Thesis). Pontifical Catholic University of Rio de Janeiro. Retrieved from http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12304

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):

MONCADA, MONICA PRISCILLA HERNANDEZ. “[en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS.” 2008. Thesis, Pontifical Catholic University of Rio de Janeiro. Accessed November 19, 2019. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12304.

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

MLA Handbook (7th Edition):

MONCADA, MONICA PRISCILLA HERNANDEZ. “[en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS.” 2008. Web. 19 Nov 2019.

Vancouver:

MONCADA MPH. [en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS. [Internet] [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. [cited 2019 Nov 19]. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12304.

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

Council of Science Editors:

MONCADA MPH. [en] EVALUATION OF HYDRAULIC PROPERTIES OF UNSATURATED TROPICAL SOILS. [Thesis]. Pontifical Catholic University of Rio de Janeiro; 2008. Available from: http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=12304

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


Texas A&M University

16. Kon, Chee Min. Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point.

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

Subjects/Keywords: civil engineering.; Major civil engineering.; Piling (Civil engineering); Soils - Testing.; Wave equation.; Residual stresses.

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APA (6th Edition):

Kon, C. M. (2012). Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point. (Masters Thesis). Texas A&M University. Retrieved from http://hdl.handle.net/1969.1/ETD-TAMU-1989-THESIS-K82

Chicago Manual of Style (16th Edition):

Kon, Chee Min. “Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point.” 2012. Masters Thesis, Texas A&M University. Accessed November 19, 2019. http://hdl.handle.net/1969.1/ETD-TAMU-1989-THESIS-K82.

MLA Handbook (7th Edition):

Kon, Chee Min. “Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point.” 2012. Web. 19 Nov 2019.

Vancouver:

Kon CM. Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point. [Internet] [Masters thesis]. Texas A&M University; 2012. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1989-THESIS-K82.

Council of Science Editors:

Kon CM. Analysis of the behavior of 5 axially loaded single piles in sand at Hunter's Point. [Masters Thesis]. Texas A&M University; 2012. Available from: http://hdl.handle.net/1969.1/ETD-TAMU-1989-THESIS-K82


University of Florida

17. Driscoll, Julie Lauter. Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value.

Degree: MS, Soil and Water Science, 2008, University of Florida

 The health of aquatic systems is being threatened by the addition of phosphorus (P) which causes increased eutrophication. Many Florida soils have naturally low capacities… (more)

Subjects/Keywords: Aluminum; Forage; Groundwater; pH; Phosphorus; Soil horizons; Soil science; Soils; Toxicity; Water treatment; bahiagrass, phosphorus, residual, treatment, water

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APA (6th Edition):

Driscoll, J. L. (2008). Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value. (Masters Thesis). University of Florida. Retrieved from http://ufdc.ufl.edu/UFE0022191

Chicago Manual of Style (16th Edition):

Driscoll, Julie Lauter. “Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value.” 2008. Masters Thesis, University of Florida. Accessed November 19, 2019. http://ufdc.ufl.edu/UFE0022191.

MLA Handbook (7th Edition):

Driscoll, Julie Lauter. “Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value.” 2008. Web. 19 Nov 2019.

Vancouver:

Driscoll JL. Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value. [Internet] [Masters thesis]. University of Florida; 2008. [cited 2019 Nov 19]. Available from: http://ufdc.ufl.edu/UFE0022191.

Council of Science Editors:

Driscoll JL. Aluminum Water Treatment Residual Effects on Soil Phosphorus Retention and Forage Yield and Nutritive Value. [Masters Thesis]. University of Florida; 2008. Available from: http://ufdc.ufl.edu/UFE0022191


University of Adelaide

18. Haskard, Kathryn Anne. An anisotropic Matern spatial covariance model: REML estimation and properties.

Degree: 2007, University of Adelaide

 This thesis concerns the development, estimation and investigation of a general anisotropic spatial correlation function, within model-based geostatistics, expressed as a Gaussian linear mixed model,… (more)

Subjects/Keywords: Matern correlation; geometric anisotropy; model-based geostatistics; residual maximum likehood; REML; Matern covariance; Geology  – Statistical methods.; Soils  – Analysis  – Statistical methods.

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APA (6th Edition):

Haskard, K. A. (2007). An anisotropic Matern spatial covariance model: REML estimation and properties. (Thesis). University of Adelaide. Retrieved from http://hdl.handle.net/2440/47972

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):

Haskard, Kathryn Anne. “An anisotropic Matern spatial covariance model: REML estimation and properties.” 2007. Thesis, University of Adelaide. Accessed November 19, 2019. http://hdl.handle.net/2440/47972.

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

MLA Handbook (7th Edition):

Haskard, Kathryn Anne. “An anisotropic Matern spatial covariance model: REML estimation and properties.” 2007. Web. 19 Nov 2019.

Vancouver:

Haskard KA. An anisotropic Matern spatial covariance model: REML estimation and properties. [Internet] [Thesis]. University of Adelaide; 2007. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/2440/47972.

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

Council of Science Editors:

Haskard KA. An anisotropic Matern spatial covariance model: REML estimation and properties. [Thesis]. University of Adelaide; 2007. Available from: http://hdl.handle.net/2440/47972

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


University of Texas – Austin

19. Wang, Yaning, Ph. D. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.

Degree: PhD, Civil Engineering, 2018, University of Texas – Austin

 For many decades, hundreds of soil samples recovered from North America and other parts of the world have been tested in the Soil and Rock… (more)

Subjects/Keywords: Shear modulus; Material damping; Constitutive models; Linear; Nonlinear; Soil dynamics; Uncemented soils; Empirical models; Pore-water pressure generation; Soil liquefaction; Regression analyses; Residual analysis; Resonant column; Torsional shear; Geotechnical; Earthquake engineering

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APA (6th Edition):

Wang, Yaning, P. D. (2018). Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. (Doctoral Dissertation). University of Texas – Austin. Retrieved from http://hdl.handle.net/2152/65834

Chicago Manual of Style (16th Edition):

Wang, Yaning, Ph D. “Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.” 2018. Doctoral Dissertation, University of Texas – Austin. Accessed November 19, 2019. http://hdl.handle.net/2152/65834.

MLA Handbook (7th Edition):

Wang, Yaning, Ph D. “Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils.” 2018. Web. 19 Nov 2019.

Vancouver:

Wang, Yaning PD. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. [Internet] [Doctoral dissertation]. University of Texas – Austin; 2018. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/2152/65834.

Council of Science Editors:

Wang, Yaning PD. Development of constitutive models for linear and nonlinear shear modulus and material damping relationships of uncemented soils. [Doctoral Dissertation]. University of Texas – Austin; 2018. Available from: http://hdl.handle.net/2152/65834


Queens University

20. Garroux Gonçalves de Oliveira, Daniela. EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation .

Degree: Geological Sciences and Geological Engineering, Queens University

 When shield tunnels are being excavated along varying geological conditions, it is essential to understand the behaviour of the material being excavated, as it influences… (more)

Subjects/Keywords: Earth Pressure Balance Machine; EPB; Mechanized Tunnelling; Mechanised Tunnelling; EPB Soil Conditioning; Clogging; Flow Behavior; Cohesive Soils; Tropical Residual Ground; Tunnel Excavation; Shield Tunnelling

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APA (6th Edition):

Garroux Gonçalves de Oliveira, D. (n.d.). EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation . (Thesis). Queens University. Retrieved from http://hdl.handle.net/1974/24867

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

Chicago Manual of Style (16th Edition):

Garroux Gonçalves de Oliveira, Daniela. “EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation .” Thesis, Queens University. Accessed November 19, 2019. http://hdl.handle.net/1974/24867.

Note: this citation may be lacking information needed for this citation format:
No year of publication.
Not specified: Masters Thesis or Doctoral Dissertation

MLA Handbook (7th Edition):

Garroux Gonçalves de Oliveira, Daniela. “EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation .” Web. 19 Nov 2019.

Note: this citation may be lacking information needed for this citation format:
No year of publication.

Vancouver:

Garroux Gonçalves de Oliveira D. EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation . [Internet] [Thesis]. Queens University; [cited 2019 Nov 19]. Available from: http://hdl.handle.net/1974/24867.

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.

Council of Science Editors:

Garroux Gonçalves de Oliveira D. EPB Excavation and Conditioning of Cohesive Mixed Soils: Clogging and Flow Evaluation . [Thesis]. Queens University; Available from: http://hdl.handle.net/1974/24867

Note: this citation may be lacking information needed for this citation format:
Not specified: Masters Thesis or Doctoral Dissertation
No year of publication.


University of Queensland

21. Lacey, David. Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia.

Degree: School of Civil Engineering, 2016, University of Queensland

Subjects/Keywords: Residual soils; Insitu modulus; Rock anisotropy; Rock strength; Light falling weight deflectometer; Rock properties; Soil properties; Geophysical site classification; 040399 Geology not elsewhere classified; 040499 Geophysics not elsewhere classified; 090501 Civil Geotechnical Engineering

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APA (6th Edition):

Lacey, D. (2016). Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia. (Thesis). University of Queensland. Retrieved from http://espace.library.uq.edu.au/view/UQ:390932

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):

Lacey, David. “Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia.” 2016. Thesis, University of Queensland. Accessed November 19, 2019. http://espace.library.uq.edu.au/view/UQ:390932.

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

MLA Handbook (7th Edition):

Lacey, David. “Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia.” 2016. Web. 19 Nov 2019.

Vancouver:

Lacey D. Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia. [Internet] [Thesis]. University of Queensland; 2016. [cited 2019 Nov 19]. Available from: http://espace.library.uq.edu.au/view/UQ:390932.

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

Council of Science Editors:

Lacey D. Assessment of some engineering properties and testing methods of residual soil and highly weathered rock materials in QLD, Australia. [Thesis]. University of Queensland; 2016. Available from: http://espace.library.uq.edu.au/view/UQ:390932

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


Brno University of Technology

22. Legut, Dana. Zakládání na objemově nestálých zeminách .

Degree: 2014, Brno University of Technology

 Předkládaná disertační práce se věnuje zakládání budov a následně vzniklých poruch staveb, které jsou na objemově nestálých zeminách realizovány. Ve své práci jsem se zaměřila… (more)

Subjects/Keywords: Zemina; jíl; jílovité zeminy; spraš; sprašovité zeminy; sedimenty; inženýrskogeologické vlastnosti; senzitivní jíly; zeminy soudržné; zeminy nesoudržné; pelitický sediment; reziduální jíly; montmorillonit; mechanické vlastnosti; smršťování; sorpční síla; napětí vody; vliv vegetace; základy budov; porucha; evaporace; transpirace; klimatické období; vznik trhlin; konstrukce; bobtnání; průzkum; vrt; metody průzkumu; opatření; pedologie; geologie; křivka zrnitosti; Mohrův diagram; pracovní diagram; tlak vody v pórech; modul deformace; konzolidace; eolický původ; pórovitost; vegetace; sedání; hydrogeologie.; Soil; clay; clay soils; loess; loess soils; sediments; geological properties; sensitive clays; non-cohesive soils; pelite sediment; residual clays; montmorillonite; mechanical properties; plasticity; soil sorption; water surface tension; vegetation influence; structure foundations; disorder; evaporation; transpiration; climatic season; cracks; construction; swelling; survey; boring; survey techniques; measures; pedology; geology; texture curve; Mohr circle; work-flow diagram; pore water pressure; deformation module; consolidation; eolic origin; porosity; vegetation; compression; hydrogeology.

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APA (6th Edition):

Legut, D. (2014). Zakládání na objemově nestálých zeminách . (Thesis). Brno University of Technology. Retrieved from http://hdl.handle.net/11012/34644

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):

Legut, Dana. “Zakládání na objemově nestálých zeminách .” 2014. Thesis, Brno University of Technology. Accessed November 19, 2019. http://hdl.handle.net/11012/34644.

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

MLA Handbook (7th Edition):

Legut, Dana. “Zakládání na objemově nestálých zeminách .” 2014. Web. 19 Nov 2019.

Vancouver:

Legut D. Zakládání na objemově nestálých zeminách . [Internet] [Thesis]. Brno University of Technology; 2014. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/11012/34644.

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

Council of Science Editors:

Legut D. Zakládání na objemově nestálých zeminách . [Thesis]. Brno University of Technology; 2014. Available from: http://hdl.handle.net/11012/34644

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

23. Tsaparas, Ilias. Field measurements and numerical modelling of infiltration and matric suctions within slopes.

Degree: 2002, Institutes outside Greece; Ιδρύματα Εξωτερικού

This work presents an analysis of the matric suction and seepage conditions within two residual soil slopes in Singapore. The analysis is based on field… (more)

Subjects/Keywords: Ευστάθεια πρανών; Αρνητικές πιέσεις πόρων; Εισροή βρόχινου νερού; Πλήρως αποσαθρωμένα εδάφη; Μετρήσεις υπαίθρου; Αριθμητική ανάλυση με πεπερασμένα στοιχεία; Υδατοπερατότητα; Ακόρεστα εδαφικά πρανή; Slope stability; Negative pore-water pressure-matric suctions; Infiltration of rainfall water; Residual soils; Field measurements; Numerical analysis with finite elements; Permeability to water; Unsaturated soil slopes

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APA (6th Edition):

Tsaparas, I. (2002). Field measurements and numerical modelling of infiltration and matric suctions within slopes. (Thesis). Institutes outside Greece; Ιδρύματα Εξωτερικού. Retrieved from http://hdl.handle.net/10442/hedi/22825

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):

Tsaparas, Ilias. “Field measurements and numerical modelling of infiltration and matric suctions within slopes.” 2002. Thesis, Institutes outside Greece; Ιδρύματα Εξωτερικού. Accessed November 19, 2019. http://hdl.handle.net/10442/hedi/22825.

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

MLA Handbook (7th Edition):

Tsaparas, Ilias. “Field measurements and numerical modelling of infiltration and matric suctions within slopes.” 2002. Web. 19 Nov 2019.

Vancouver:

Tsaparas I. Field measurements and numerical modelling of infiltration and matric suctions within slopes. [Internet] [Thesis]. Institutes outside Greece; Ιδρύματα Εξωτερικού; 2002. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/10442/hedi/22825.

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

Council of Science Editors:

Tsaparas I. Field measurements and numerical modelling of infiltration and matric suctions within slopes. [Thesis]. Institutes outside Greece; Ιδρύματα Εξωτερικού; 2002. Available from: http://hdl.handle.net/10442/hedi/22825

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


ETH Zürich

24. Angehrn, Daniel. Risk assessment for residual mineral oil contaminants in bioremediate soil.

Degree: 1998, ETH Zürich

Subjects/Keywords: ÖL, MINERALÖLE, ÖLUNFÄLLE (UMWELTPROBLEME); ERFASSUNG DER UMWELTGEFÄHRDUNG, RISIKOANALYSE, PRÜFUNG DER UMWELTVERTRÄGLICHKEIT (UMWELTSCHUTZ); BEHANDLUNG GESCHÄDIGTER UND KONTAMINIERTER BÖDEN (UMWELTSCHUTZ); RESTSTOFFE (ABFALLBEHANDLUNG); TRANSPORT UND VERTEILUNG VON UMWELTSCHADSTOFFEN (UMWELTPROBLEME); WIRKUNGEN UND AUSWIRKUNGEN VON UMWELTSCHADSTOFFEN; OILS, MINERAL OILS, OIL SPILLS (ENVIRONMENTAL PROBLEMS); ENVIRONMENTAL COMPATIBILITY AND ENVIRONMENTAL RISK ASSESSMENT (ENVIRONMENTAL PROTECTION); TREATMENT OF DETERIORATED AND CONTAMINATED SOILS (ENVIRONMENTAL PROTECTION); RESIDUAL MATERIALS (WASTE TREATMENT); TRANSPORT AND DISTRIBUTION OF POLLUTANTS (ENVIRONMENTAL PROBLEMS); EFFECTS AND CONSEQUENCES OF ENVIRONMENTAL POLLUTANTS; info:eu-repo/classification/ddc/333.7; info:eu-repo/classification/ddc/624; Natural resources, energy and environment; Civil engineering

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

APA (6th Edition):

Angehrn, D. (1998). Risk assessment for residual mineral oil contaminants in bioremediate soil. (Doctoral Dissertation). ETH Zürich. Retrieved from http://hdl.handle.net/20.500.11850/144042

Chicago Manual of Style (16th Edition):

Angehrn, Daniel. “Risk assessment for residual mineral oil contaminants in bioremediate soil.” 1998. Doctoral Dissertation, ETH Zürich. Accessed November 19, 2019. http://hdl.handle.net/20.500.11850/144042.

MLA Handbook (7th Edition):

Angehrn, Daniel. “Risk assessment for residual mineral oil contaminants in bioremediate soil.” 1998. Web. 19 Nov 2019.

Vancouver:

Angehrn D. Risk assessment for residual mineral oil contaminants in bioremediate soil. [Internet] [Doctoral dissertation]. ETH Zürich; 1998. [cited 2019 Nov 19]. Available from: http://hdl.handle.net/20.500.11850/144042.

Council of Science Editors:

Angehrn D. Risk assessment for residual mineral oil contaminants in bioremediate soil. [Doctoral Dissertation]. ETH Zürich; 1998. Available from: http://hdl.handle.net/20.500.11850/144042

.