The shear strength of partly saturated soils

Ventura Escario, José Antonio López Sáez

Géotechnique · 1986 · 319 citations · 0 references

Concepts

Abstract

A direct shear apparatus is described which could be used to study the shear strength of partly saturated soils under controlled conditions. The principle of this device is described, and the test results are presented and discussed. With this apparatus, it is also possible to determine the effect on the shear strength of a change in solute suction.