Semi-empirical model for the prediction of modulus of elasticity for unsaturated soils

By W. Oh, S. Vanapalli, A. Puppala. 2009

114 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering

View Paper: https://www.semanticscholar.org/paper/dea5fd76d7e2f4797eb4bcb3b760d4746fbc7e60

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In Civil and Structural Engineering

1. W. Oh
2. S. Vanapalli

Citations in the corpus

• Semi-empirical Model for Estimating the Small-Strain Shear Modulus of Unsaturated Non-plastic Sandy Soils (2014, methodology): “The SWCC has also been successfully used to estimate the variation of mechanical properties of unsaturated soils with respect to matric suction such as shear strength (Fredlund et al. 1996; Vanapalli et al. 1996), bearing capacity (Vanapalli and Mohamed 2007) and elastic modulus (Oh et al. 2009).”