Large deformation finite element analyses in geotechnical engineering

By Dong Wang, B. Bienen, Majidreza Nazem, Yinghui Tian, Jingbin Zheng, T. Pucker, M. Randolph. 2015

311 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Computational Mechanics, Mechanics of Materials

View Paper: https://www.semanticscholar.org/paper/addfdafc128a564aa95a68b8253354a30421dabd

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

1. Lihong Chen
2. Xiangyu Chen
3. Dongsheng Liu
4. Xu Li
5. Lulu Zhang

Citations in the corpus

• Slope stability analysis based on the Coupled Eulerian-Lagrangian finite element method (2018, background): “In recent years, the meshfree methods for modeling large deformation behavior of soils have been developed substantially (Wang et al. 2015; Sanchez et al. 2013; Dong et al. 2017; Xiao et al. 2016b).”