Abstract: Abstract An upper-bound limit analysis is proposed to determine the failure mechanism and bearing capacity of strip footings on soil exhibiting anisotropy in both cohesion and friction. The failure mechanism consists of a ...

Abstract: AbstractUnderstanding the behavior of granular materials under neutral loading can provide valuable insights into the fundamental principles that govern their responses and aid in developing sophisticated constitutive ...

Abstract: Asperity radius of curvature and asperity density, which are generally obtained from rough surface simulation with fast Fourier transform (FFT), are the two essential parameters for statistical contact model. In simulation, ...