Porosity influence on the shear strength of granular material–clay mixtures

By L. Vallejo, R. Mawby. 2000

323 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Management, Monitoring, Policy and Law

View Paper: https://www.semanticscholar.org/paper/d9c7f577f3955e853f4c8616adae4870e7f949fc

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. I. Chang
2. Gye-Chun Cho
3. G. Houlsby
4. X. Shi
5. J. Nie
6. Yufeng Gao
7. Alessandro Simoni
8. Jidong Zhao

In Management, Monitoring, Policy and Law

1. G. Houlsby
2. Alessandro Simoni
3. Jidong Zhao
4. Jianfeng Wang
5. Shiwei Zhao

Citations in the corpus

• Shear strength behavior and parameters of microbial gellan gum-treated soils: from sand to clay (2019, background): “When the weight of the sand in the sand–clay mixtures is higher than 75%, the shear behavior of the sand–clay mixtures is governed mainly by the frictional resistance between sand grains [83].”
• A homogenization equation for the small strain stiffness of gap-graded granular materials (2020, background): “, [63,54,30,70]) that the ideal mixing model under-”
• The Direct Shear Strength and Dilatancy of Sand–gravel Mixtures (2006, methodology): “Theoretical relationships can be used to express the voids ratio of binary mixtures, using ideal packing states of floating and non-floating oversized particles within a matrix (Fragaszy et al., 1990; Vallejo and Mawby, 2000 ).”