Variation analysis of ultimate pullout capacity of shallow horizontal strip anchor plate with 2-layer overlying soil based on nonlinear M-C failure criterion
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DOI: 10.1007/s11771-018-3954-x
Abstract: Based on the nonlinear Mohr-Coulomb failure criterion and an associated flow rule, a kinematic admissible velocity field of failure mechanism of the 2-layer soil above a shallow horizontal strip anchor plate is constructed. The ultimate… read more here.
Keywords: layer soil; shallow horizontal; anchor; soil ... See more keywords