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MS 1056 :Part 8: 2005 Soils for civil engineering purposes-Test method-Part 8: Shear strenghth test (Effective stress)

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This Malaysian Standard specifies procedures for the determination of the effective shear strength parameters for specimens of saturated soil which have been subjected to isotropic consolidation and then sheared in compression, under a constant confining pressure, by increasing the axial strain. The tests apply to specimens in the form of right cylinders of nominal diameters usually from 38 mm to about 100 mm and of a height approximathely equal to twice the diameter.
Primary Item Type:
Malaysian Standard
Secondary Item Type(s):
International Standard
Identifiers:
ICS 19.020
Language:
English
Subject Keywords:
Descriptors: soil,determionation, civil engineering, shear strength tests
First presented to the public:
12/7/2020
Original Publication Date:
Previously Published By:
Department of Standards Malaysia
Place Of Publication:
Selangor, Malaysia
Citation:
Extents:
Number of Pages - 46
License Grantor / Date Granted:
  / ( View License )
Date Deposited
2020-12-06 12:30:03.439
Submitter:
Nor Liza Isa

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