In this paper, a practical meshfree large deformation method (MFLDM) is proposed for
numerical analysis in geotechnical engineerings, including: soil foundation, slop, dam, etc …

In this study, a new numerical scheme is developed for modelling large deformation
problems in geomechanics. The approach is based on employing the node based smoothed …

High water contents and poor compaction during construction have been reported to cause
severe embankment damage during earthquakes. In this paper, a fully coupled soil-water-air …

This study constructed the up equation for saturated soil in the meshfree global weak form
within the arbitrary Lagrangian-Eulerian (ALE) framework to solve the problem of …

A viscoplastic model is presented for creep and strain rate behavior of soils with particular
reference to capturing drained, undrained, primary, and tertiary creep. The model is …

Centrifuge and numerical modeling are developed to investigate the behavior of a
homogeneous embankment constructed on a liquefiable sand ground, which was prepared …

A diagnostic method to detect the inception of strain localization, which is based on the
singularity of a total acoustic tensor, was developed for variably saturated soils. The effective …

沉箱码头作为一种常用的结构形式, 在地震荷载作用下由于地基液化可能发生沉降,
倾斜等灾害形式. 在强震作用下, 传统有限元方法可能由于液化大变形导致网格畸变而不能正确 …

In seismic finite element analysis of saturated soils, the challenges primarily reside in
liquefaction and the large deformation of soil induced by strong earthquakes. Traditional …

This is a review of the papers written by the author with co-researchers, which have been
published in Soils & Foundations and related publications. The contents of the papers are …