In light of the defects of existing interface elements
a new calculation method for interface elements is put forward. The problems of considerable large error in stress calculation and large element overlapping in existing Goodman interface element can be avoided. The implementation steps of the model are given to facilitate the numerical calculation
and the method is proved to be reasonable and effective by the numerical model verification.
A nonlinear elasto-perfectly plastic model of interface element for soil-structure interaction and its applications
Calculation method of sliding surface stress based on segmented sliding surface stress measurement system
Relationship between particle micro and macro mechanical parameters of parallel-bond model
Dynamic point safety factor analysis method of seismic stability of geosynthetics reinforced soil slope
Analysis of effect of anchor on deformation and force of double-row piles
Related Author
LUAN Mao-tian
WU Ya-jun
CHEN Huai-lin
YANG Tao
RAO Yun-kang
ZHANG Zhe
WU Hong-gang
XIE Jiang-wei
Related Institution
State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology
Institute of Geotechnical Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology
State Key Laboratory of Intelligent Construction and Maintenance for Geotechnical and Tunnel Engineering under Extreme Environments, Southwest Jiaotong University
China Northwest Research Institute Co., Ltd., of CREC