CPT-Based Nonlinear Stress–Strain Approach for Evaluating Foundation Settlement: Analytical and Numerical Analysis
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DOI: 10.1007/s13369-019-04034-y
Abstract: Due to complexities in soil–foundation interaction and nonlinear behavior of subsoil, considerable uncertainty is involved in the foundation settlement evaluation. In the present paper, a new analytical approach is proposed to estimate the foundation settlement… read more here.
Keywords: cpt; foundation; approach; foundation settlement ... See more keywords