In this study, the seismic stability of vertical circular excavations in cohesive-frictional soil
considering the effect of pseudo-static seismic body force is examined. The lower bound and …

Seismic stability of soil slope is one of challenging problems in soil dynamics. In this study,
the stability of three-dimensional (3D) undrained clay slopes subjected to pseudo-static …

In this paper, the seismic stability number of unsupported excavations in cohesive-frictional
soil under the influence of pseudo-static seismic body forces is examined. Three …

Bimsoils are mixtures of large geotechnically significant competent blocks embedded in a
weaker soil matrix. Conventional design approaches usually account for the matrix strength …

This paper proposes a calculation method of displacement-dependent three-dimensional
(3D) earth pressure on flexible walls of the foundation pits, further considering spatial effects …

The paper focuses on the ability of granular materials to undergo structured deformation by
analysing the data from the retaining wall model tests and discrete element simulations. The …

In this paper, a numerical study of undrained lateral resistance of fixed-headed rectangular
and circular piles is presented. The 3D finite element limit analysis with upper and lower …

A series of centrifuge tests was conducted to explore the deformation mechanisms and earth
pressures mobilised in loose and dense sand for a complete set of passive movement …

The determination of the factor of safety (FoS) of slopes during seismic excitation can be
complex if the relevant effects of pore water pressure accumulation, nonlinear material …

Calculation approaches, shear strength approaches, material parameters and external
influences have a significant impact on the results of slope stability analyses. This influence …