Hydro-mechanical Behaviors of the Three-dimensional Consolidation of Multi-layered Soils with Compressible Constituents

详细信息    查看全文

• 作者：Fayun Liang^a ; ^{fyliang@tongji.edu.cn} ; Zhu Song^b ; ^{sz1987321@163.com} ; Yajie Jia^a ; ^{happyvsmorehappy@126.com}
• 关键词：Biot's consolidation ; Multi-layered soil ; Porosity ; Compressible constituents ; Stiffness matrix
• 刊名：Ocean Engineering
• 出版年：2017
• 出版时间：1 February 2017
• 年：2017
• 卷：131
• 期：Complete
• 页码：272-281
• 全文大小：1530 K
• 卷排序：131

文摘

Hydro-mechanical behaviors of soil are coupled by porosity in Biot's consolidation. Effective stress carried by soil skeleton depends on the structure of soil. Boundary conditions of soil base are absorbed in the stiffness matrix of soil layers. Increasing porosity causes a higher settlement and a faster rate of consolidation.