Exponential Equation for Predicting Shear Strength Envelope of Unsaturated Soils
Publication: International Journal of Geomechanics
Volume 19, Issue 7
Abstract
An exponential equation is introduced to predict the nonlinear variation of shear strength with matric suction for unsaturated soils. The proposed equation involves three constant parameters, two of which are effective shear strength parameters (i.e., ϕ′ and c′). The third parameter is the maximum capillary cohesion, , which is the maximum possible increase in shear strength due to matric suction. A procedure for the determination of from the soil-water characteristic curve (SWCC) is devised. The proposed equation is validated through a series of constant-suction consolidated drained triaxial tests conducted on specimens reconstituted by isotropic consolidation from the slurry state. In addition, the validity of the equation is investigated by applying it to the test results of five other soils that were available in the literature for the low-suction range (i.e., up to 1,500 kPa). A comparative study on the prediction of shear strength was carried out between the proposed equation and six other shear strength equations found in the literature. The results show that the proposed equation provides reliable predictions of the shear strength of unsaturated soils when the shear strength converges to an asymptotic value at the residual water content.
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Published In
International Journal of Geomechanics
Volume 19 • Issue 7 • July 2019
Copyright
© 2019 American Society of Civil Engineers.
History
Received: Apr 11, 2018
Accepted: Dec 31, 2018
Published online: Apr 16, 2019
Published in print: Jul 1, 2019
Discussion open until: Sep 16, 2019
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