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.identifier.uri	http://nur.nu.edu.kz/handle/123456789/658
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.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