Simulation of undrained quasi-saturated soil with pore pressure measurements using a discrete element (DEM) algorithm

出版年份 2020 全文链接

标题

作者

关键词

Granular material, Poroelasticity, Unsaturated soil, Liquefaction, Undrained loading, Discrete element method

出版物

Volume 60, Issue 5, Pages 1097-1111

出版商

Elsevier BV

发表日期

2020-08-25

DOI

10.1016/j.sandf.2020.05.013

联系作者

Discuss science. Find collaborators. Network.

Join a conversation

Interested in hosting your own webinar? Check the schedule and propose your idea to the Peeref Content Team.

Create Now