The paper reports numerical model details and predictions of the end-of-construction
performance for two instrumented and well-documented mechanically stabilized earth …

The paper presents the numerical modelling details using the finite difference method (FDM)
to simulate the performance of a well-instrumented geogrid-reinforced incremental concrete …

The paper reports the details of numerical models used to predict the performance of two 3.6
m-high well-instrumented wrapped-face walls. The walls were nominally identical except …

The present study pertains to the probabilistic assessment for analysis and design of uplift
capacity of transmission tower foundation reinforced with horizontal anchor using the radial …

This study evaluates the earthquake-induced movement of mechanically stabilized earth
(MSE) walls. A thorough investigation was conducted on an MSE wall model, utilizing a …

Buildings constructed adjacent to the slope crest in seismically active areas might be
exposed to serious danger when they are subjected to strong earthquake excitations. The …

Numerical modelers are often faced with the challenge to numerically reproduce the
physical behavior of soil–geosynthetic interaction problems using assumed values for …

This paper reports the results of 3D numerical modelling of a 6-m-high mechanically
stabilised earth (MSE) wall constructed with concrete panels and steel or polymeric strip …

The effect of dynamic soil properties and frequency content of harmonic excitation on the
internal stability of reinforced soil retaining structure is investigated. Arc of a log-spiral is …

Closed-form analytical solutions are presented for the critical failure plane angle and
maximum total reinforcement force in a geosynthetic-reinforced soil (GRS) retaining wall, as …