Towards a Unified Soil Mechanics Theory: The Use of Effective Stresses in Unsaturated Soils

Indexed in: EBSCO, Book Citation Index, Science Edition.

With the application of the effective stress concept, the strength and volumetric behavior of saturated materials was clearly understood. For the case of unsaturated materials, a universally accepted ...
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Compression Strength of Soils

Pp. 102-109 (8)

DOI: 10.2174/9781608057399113010010

Author(s): Eduardo Rojas

Abstract

In this chapter, the probabilistic porous-solid model is used to determine the mean effective stress of soils at failure. The plot of the deviator stress against the mean effective stress shows a unique failure line for a series of triaxial tests performed at different combinations of the confining net stress and suction for both wetting and drying paths. This result confirms that the proposed effective stress equation is adequate to predict the shear strength of unsaturated soils. It also results in different strengths for wetting and drying paths as the experimental evidence indicates.

Keywords:

Shear strength, effective stress, net stress, triaxial tests, confining stress, axis translation technique, constant volume test, friction angle, wetting path, drying path, porous-solid model, soil-water retention curve, logarithmic normal distribution, critical state, pore size distribution, grain size distribution.