Direct Shear Test of Unsaturated Soil
The present study focuses on some tentative laboratory tests using a newly-constructed modified direct shear test apparatus. The single-stage and multistage direct shear tests were performed to determine the shear rate and test scheme of unsaturated shear test. Shear strength parameters of unsaturat...
- Autores:
-
He, Peng
Sun, Liuying
Wang, Zhen
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2017
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/63568
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/63568
http://bdigital.unal.edu.co/64014/
- Palabra clave:
- 55 Ciencias de la tierra / Earth sciences and geology
Unsaturated soil
direct shear test
matric suction
suelos no saturados
cizallamiento directo
succión matricial.
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2He, Peng425bd509-8cef-447d-94ef-3729a59e2a23300Sun, Liuying5096098e-b3fa-44a0-ad43-163f8596935a300Wang, Zhen21dd4d88-199f-4f5d-b8ac-c8b0fc6131c13002019-07-02T21:54:31Z2019-07-02T21:54:31Z2017-10-01ISSN: 2339-3459https://repositorio.unal.edu.co/handle/unal/63568http://bdigital.unal.edu.co/64014/The present study focuses on some tentative laboratory tests using a newly-constructed modified direct shear test apparatus. The single-stage and multistage direct shear tests were performed to determine the shear rate and test scheme of unsaturated shear test. Shear strength parameters of unsaturated soil in different conditions are obtained and the tests indicate good agreement with typical theories of unsaturated soil, the nonlinear matric suction failure envelope is determined. Some shear strength equations are also fitted through the experimental results.El presente estudio se basa en varias pruebas de laboratorio montadas en una máquina de experimentos recientemente construida y modificada para este objetivo. Se realizaron las pruebas monofase y multifase de cizallamiento para determinar el punto de corte y el modelo de cizallamiento no saturado. De esta manera se obtuvieron los parámetros de cizallamiento de suelos no saturados bajo diferentes condiciones y los resultados coincidieron con las teorías evaluadas en esta materia. También se determinó la curva de corte para la succión matricial no lineal. Algunas ecuaciones de fuerza de cizallamiento también encajan en los resultados experimentales.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ciencias - Departamento de Geocienciahttps://revistas.unal.edu.co/index.php/esrj/article/view/66103Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research JournalEarth Sciences Research JournalHe, Peng and Sun, Liuying and Wang, Zhen (2017) Direct Shear Test of Unsaturated Soil. Earth Sciences Research Journal, 21 (4). pp. 183-188. ISSN 2339-345955 Ciencias de la tierra / Earth sciences and geologyUnsaturated soildirect shear testmatric suctionsuelos no saturadoscizallamiento directosucción matricial.Direct Shear Test of Unsaturated SoilArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL66103-369754-3-PB.pdfapplication/pdf703541https://repositorio.unal.edu.co/bitstream/unal/63568/1/66103-369754-3-PB.pdf10ed5030f9a1723c82880f4dcaca5400MD51THUMBNAIL66103-369754-3-PB.pdf.jpg66103-369754-3-PB.pdf.jpgGenerated Thumbnailimage/jpeg6256https://repositorio.unal.edu.co/bitstream/unal/63568/2/66103-369754-3-PB.pdf.jpg67a5a9876a4f62709af26be626250ee9MD52unal/63568oai:repositorio.unal.edu.co:unal/635682023-04-22 23:05:19.443Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |
| dc.title.spa.fl_str_mv |
Direct Shear Test of Unsaturated Soil |
| title |
Direct Shear Test of Unsaturated Soil |
| spellingShingle |
Direct Shear Test of Unsaturated Soil 55 Ciencias de la tierra / Earth sciences and geology Unsaturated soil direct shear test matric suction suelos no saturados cizallamiento directo succión matricial. |
| title_short |
Direct Shear Test of Unsaturated Soil |
| title_full |
Direct Shear Test of Unsaturated Soil |
| title_fullStr |
Direct Shear Test of Unsaturated Soil |
| title_full_unstemmed |
Direct Shear Test of Unsaturated Soil |
| title_sort |
Direct Shear Test of Unsaturated Soil |
| dc.creator.fl_str_mv |
He, Peng Sun, Liuying Wang, Zhen |
| dc.contributor.author.spa.fl_str_mv |
He, Peng Sun, Liuying Wang, Zhen |
| dc.subject.ddc.spa.fl_str_mv |
55 Ciencias de la tierra / Earth sciences and geology |
| topic |
55 Ciencias de la tierra / Earth sciences and geology Unsaturated soil direct shear test matric suction suelos no saturados cizallamiento directo succión matricial. |
| dc.subject.proposal.spa.fl_str_mv |
Unsaturated soil direct shear test matric suction suelos no saturados cizallamiento directo succión matricial. |
| description |
The present study focuses on some tentative laboratory tests using a newly-constructed modified direct shear test apparatus. The single-stage and multistage direct shear tests were performed to determine the shear rate and test scheme of unsaturated shear test. Shear strength parameters of unsaturated soil in different conditions are obtained and the tests indicate good agreement with typical theories of unsaturated soil, the nonlinear matric suction failure envelope is determined. Some shear strength equations are also fitted through the experimental results. |
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2017 |
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2017-10-01 |
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2019-07-02T21:54:31Z |
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2019-07-02T21:54:31Z |
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Artículo de revista |
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http://purl.org/coar/resource_type/c_2df8fbb1 |
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info:eu-repo/semantics/article |
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info:eu-repo/semantics/publishedVersion |
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http://purl.org/coar/resource_type/c_6501 |
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Text |
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publishedVersion |
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ISSN: 2339-3459 |
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https://repositorio.unal.edu.co/handle/unal/63568 |
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http://bdigital.unal.edu.co/64014/ |
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ISSN: 2339-3459 |
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https://repositorio.unal.edu.co/handle/unal/63568 http://bdigital.unal.edu.co/64014/ |
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spa |
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spa |
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https://revistas.unal.edu.co/index.php/esrj/article/view/66103 |
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Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research Journal Earth Sciences Research Journal |
| dc.relation.references.spa.fl_str_mv |
He, Peng and Sun, Liuying and Wang, Zhen (2017) Direct Shear Test of Unsaturated Soil. Earth Sciences Research Journal, 21 (4). pp. 183-188. ISSN 2339-3459 |
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Derechos reservados - Universidad Nacional de Colombia |
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Atribución-NoComercial 4.0 Internacional |
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http://creativecommons.org/licenses/by-nc/4.0/ |
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info:eu-repo/semantics/openAccess |
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Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
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Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ciencias - Departamento de Geociencia |
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Universidad Nacional de Colombia |
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