A platform for research: civil engineering, architecture and urbanism
Signature of Anisotropy in Liquefiable Sand Under Undrained Shear
This paper presents a study on the anisotropic behavior of liqufiable sand subjected to undrained shear, by using a 3D Discrete Element Method with two different approaches describing particle rolling. By using a sliding and free-rolling model, the force network in relation to anisotropy in medium-loose or dense samples presents a clear bimodal character, while the liquefiable loose specimen behaves differently. Appreciable degree of anisotropy is found developed in the weak force network when the sample tends to liquefy. When the rolling resistance is considered, all samples show marked increases in anisotropy in both the weak and strong force networks as well as the overall shear strengths, as compared with the free-rolling case. The loose sample tends also to be more resistant to liquefaction in the latter case than in the free rolling case under otherwise similar conditions.
Signature of Anisotropy in Liquefiable Sand Under Undrained Shear
This paper presents a study on the anisotropic behavior of liqufiable sand subjected to undrained shear, by using a 3D Discrete Element Method with two different approaches describing particle rolling. By using a sliding and free-rolling model, the force network in relation to anisotropy in medium-loose or dense samples presents a clear bimodal character, while the liquefiable loose specimen behaves differently. Appreciable degree of anisotropy is found developed in the weak force network when the sample tends to liquefy. When the rolling resistance is considered, all samples show marked increases in anisotropy in both the weak and strong force networks as well as the overall shear strengths, as compared with the free-rolling case. The loose sample tends also to be more resistant to liquefaction in the latter case than in the free rolling case under otherwise similar conditions.
Signature of Anisotropy in Liquefiable Sand Under Undrained Shear
Bonelli, Stéphane (editor) / Dascalu, Cristian (editor) / Nicot, François (editor) / Zhao, Jidong (author) / Guo, Ning (author)
2011-05-28
7 pages
Article/Chapter (Book)
Electronic Resource
English
British Library Online Contents | 2017
|Effect of initial fabric anisotropy on undrained cyclic shear characteristics of sand
British Library Conference Proceedings | 1999
|Undrained Shear Characteristics of Saturated Sand under Anisotropic Consolidation
British Library Online Contents | 2001
|