The use of stability index for failure prediction of normally consolidated clays

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dc.contributor.authorKim, J.R.
dc.contributor.authorZhumabekov, G.
dc.contributor.authorBakhtiyarov, D.
dc.contributor.authorSaliyev, D.
dc.date.accessioned2015-11-02T09:12:45Z
dc.date.available2015-11-02T09:12:45Z
dc.date.issued2013
dc.description.abstractThe 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.urihttp://nur.nu.edu.kz/handle/123456789/658
dc.language.isoenru_RU
dc.publisherNazarbayev Universityru_RU
dc.subjectfirst research weekru_RU
dc.subjectstability indexru_RU
dc.subjectinnovative scientific researchru_RU
dc.subjecttotal stress pathru_RU
dc.subjecteffective stress pathru_RU
dc.titleThe use of stability index for failure prediction of normally consolidated claysru_RU
dc.typeAbstractru_RU

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