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Critical state of keuper marl silt

Marto, Aminaton (1996) Critical state of keuper marl silt. Jurnal Kejuruteraan Awam, 9 (2). pp. 34-58. ISSN 0128-0147

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Official URL: http://www.civil.utm.my/content.php?id=387&cid=204...


Research has been carried out to establish an experimentally based effective stress volumettic compression model for isotropically and anisotropically consolidated Keuper marl silt subjected to undrained cyclic loading with drainage rest-periods [Marto (1996)]. The experimental programme included monotonic strain controlled triaxial tests and three stages of undrained two-way cyclic loading wilh drained rest-periods. The monotonic strain controlled triaxial tests on both isotropic ally and anisotropically, normally and overconso\idatcd silt were carried out to establish the critical state boundary surface of the soil. This critical state boundary surface was used as a framework for cyclic loading tests. This paper will discuss the development of critical state parameters and the critical state boundary surface for the investigated material.

Item Type:Article
Uncontrolled Keywords:keuper marl silt, isotropic consolidation, anisotropic consolidation
Subjects:T Technology > TA Engineering (General). Civil engineering (General)
Divisions:Civil Engineering
ID Code:27869
Deposited By: Nurul Asilah Mahmood
Deposited On:10 Aug 2012 07:58
Last Modified:10 Aug 2012 07:58

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