Upper Bound Analysis of the Ultimate Pullout Capacity of Shallow 3-D Circular Plate Anchors Based on the Nonlinear Mohr-Coulomb Failure Criterion

Pre One:Method of generation and model of calculation of arbitrary curved slip srfaces for three-dimensional convex and concave slopes

Next One:Upper bound analysis of the effect of footing roughness on Nγ and the failure mechanism of a strip footing