Exponential Equation for Predicting Shear Strength Envelope of Unsaturated Soils

Author:

Ahmadi Naghadeh Reza1ORCID,Toker Nabi Kartal2ORCID

Affiliation:

1. Postdoctoral Researcher, Architecture and Civil Engineering Dept., Chalmers Univ. of Technology, 412 96 Gothenburg, Sweden (corresponding author). ORCID: .

2. Assistant Professor, Civil Engineering Dept., Middle East Technical Univ., Ankara 06800, Turkey. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference52 articles.

1. Ahmadi-Naghadeh R. 2016. “Hydro-mechanical behavior of unsaturated specimens isotropically reconstituted from slurry and compacted specimens.” Ph.D. thesis Middle East Technical Univ.

2. Volume Change Measurement in Triaxial Tests by Monitoring Cell Fluid Volume Based on Viscoelastic Behavior of the Test Setup

3. A New Isotropic Specimen Preparation Method from Slurry for both Saturated and Unsaturated Triaxial Testing of a Low-Plasticity Silt

4. Prediction of unsaturated shear strength of an adobe soil from the soil–water characteristic curve

5. Bao C. B. Gong and L. Zhan. 1998. “Properties of unsaturated soils and slope stability of expansive soils keynote lecture.” In Proc. 2nd Int. Conf. on Unsaturated Soils (UNSAT 98) 71–98. Beijing: International Academic.

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