The use of stability index for failure prediction of normally consolidated clays
dc.contributor.author | Kim, J.R. | |
dc.contributor.author | Zhumabekov, G. | |
dc.contributor.author | Bakhtiyarov, D. | |
dc.contributor.author | Saliyev, D. | |
dc.date.accessioned | 2015-11-02T09:12:45Z | |
dc.date.available | 2015-11-02T09:12:45Z | |
dc.date.issued | 2013 | |
dc.description.abstract | The new concept of the stability management of soft ground is developed from the laboratory test. The field condition is assumed to be the same as the condition of the CU test because the staged construction is usually used in the field. The stability index (SI) using the stress path is introduced and its application is evaluated in the laboratory tests. | ru_RU |
dc.identifier.uri | http://nur.nu.edu.kz/handle/123456789/658 | |
dc.language.iso | en | ru_RU |
dc.publisher | Nazarbayev University | ru_RU |
dc.subject | first research week | ru_RU |
dc.subject | stability index | ru_RU |
dc.subject | innovative scientific research | ru_RU |
dc.subject | total stress path | ru_RU |
dc.subject | effective stress path | ru_RU |
dc.title | The use of stability index for failure prediction of normally consolidated clays | ru_RU |
dc.type | Abstract | ru_RU |