Shear strength of unsaturated Malaysian granitic residual soil
This study aims to understand the shear strength of unsaturated Malaysian granitic residual soil. The soil was obtained from Kuala Klawang, Negeri Sembilan, Malaysia. A pressure plate was used for obtaining soil-water characteristic curves under zero net confining pressure. Multistage consolidated d...
| Published in: | Journal of Testing and Evaluation |
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| Format: | Article |
| Language: | English |
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ASTM International
2018
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| Online Access: | https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064847190&doi=10.1520%2fJTE20170305&partnerID=40&md5=d82cf42a1d3a19624d0de87cc529f6fa |
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2-s2.0-85064847190 |
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2-s2.0-85064847190 Saffari P.; Md. Noor M.J.; Ashaari Y.; Asadi A. Shear strength of unsaturated Malaysian granitic residual soil 2018 Journal of Testing and Evaluation 47 1 10.1520/JTE20170305 https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064847190&doi=10.1520%2fJTE20170305&partnerID=40&md5=d82cf42a1d3a19624d0de87cc529f6fa This study aims to understand the shear strength of unsaturated Malaysian granitic residual soil. The soil was obtained from Kuala Klawang, Negeri Sembilan, Malaysia. A pressure plate was used for obtaining soil-water characteristic curves under zero net confining pressure. Multistage consolidated drained triaxial tests were carried out on both saturated and unsaturated compacted specimens at a constant strain rate. The experimental data of the saturated and unsaturated shear strength of the soil were fitted with a comprehensive constitutive shear strength model that represents both linear and nonlinear shear strength behaviors, with respect to suction and net stress or effective stress for unsaturated and saturated conditions, respectively. Copyright © 2018 by ASTM International ASTM International 903973 English Article |
| author |
Saffari P.; Md. Noor M.J.; Ashaari Y.; Asadi A. |
| spellingShingle |
Saffari P.; Md. Noor M.J.; Ashaari Y.; Asadi A. Shear strength of unsaturated Malaysian granitic residual soil |
| author_facet |
Saffari P.; Md. Noor M.J.; Ashaari Y.; Asadi A. |
| author_sort |
Saffari P.; Md. Noor M.J.; Ashaari Y.; Asadi A. |
| title |
Shear strength of unsaturated Malaysian granitic residual soil |
| title_short |
Shear strength of unsaturated Malaysian granitic residual soil |
| title_full |
Shear strength of unsaturated Malaysian granitic residual soil |
| title_fullStr |
Shear strength of unsaturated Malaysian granitic residual soil |
| title_full_unstemmed |
Shear strength of unsaturated Malaysian granitic residual soil |
| title_sort |
Shear strength of unsaturated Malaysian granitic residual soil |
| publishDate |
2018 |
| container_title |
Journal of Testing and Evaluation |
| container_volume |
47 |
| container_issue |
1 |
| doi_str_mv |
10.1520/JTE20170305 |
| url |
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85064847190&doi=10.1520%2fJTE20170305&partnerID=40&md5=d82cf42a1d3a19624d0de87cc529f6fa |
| description |
This study aims to understand the shear strength of unsaturated Malaysian granitic residual soil. The soil was obtained from Kuala Klawang, Negeri Sembilan, Malaysia. A pressure plate was used for obtaining soil-water characteristic curves under zero net confining pressure. Multistage consolidated drained triaxial tests were carried out on both saturated and unsaturated compacted specimens at a constant strain rate. The experimental data of the saturated and unsaturated shear strength of the soil were fitted with a comprehensive constitutive shear strength model that represents both linear and nonlinear shear strength behaviors, with respect to suction and net stress or effective stress for unsaturated and saturated conditions, respectively. Copyright © 2018 by ASTM International |
| publisher |
ASTM International |
| issn |
903973 |
| language |
English |
| format |
Article |
| accesstype |
|
| record_format |
scopus |
| collection |
Scopus |
| _version_ |
1809677602652160000 |