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Methods of test for soils for civil engineering purposes - Shear strength tests (effective stress)
Description
Methods of test for soils for civil engineering purposes - Shear strength tests (effective stress)This Part of BS 1377 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 approximately 100 mm and of a height approximately equal
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