Failure Criterion for Cross-Anisotropic Soils

By P. Lade. 2008

98 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Safety, Risk, Reliability and Quality

View Paper: https://www.semanticscholar.org/paper/5bc8ea846b120e976a6a5a0db401a36745a4596f

How researchers see this paper

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

In Civil and Structural Engineering

1. Jidong Zhao
2. N. Guo
3. Yu Tian
4. Zhiwei Gao
5. Yangping Yao
6. Shiwei Zhao
7. WaiChing Sun
8. Kun Wang

In Safety, Risk, Reliability and Quality

1. Yu Tian
2. N. Guo
3. Zhiwei Gao
4. Yangping Yao
5. Jidong Zhao

Citations in the corpus

• The signature of shear-induced anisotropy in granular media (2013, background): “One of the focused areas of current granular material research has been identifying the role of fabric anisotropy and including its influence in constitutive modelling [29,25,16,26,14,15].”
• Anisotropic UH model for soils based on a simple transformed stress method (2017, methodology): “The most direct method is to use the fabric tensor to modify the strength or stiffness parameters in the models to be variables with the loading direction [15-23].”