Modelling A Reinforced Sandy Pile Rheology When Reacting With Water-Saturated Ground

Tatyana Maltseva,Tatyana Saltanova,Anastasia Chernykh

Procedia Engineering（2016）

引用 4|浏览1

暂无评分

摘要

The paper presents the numerical modeling of stress-strain state of viscoelastic water-saturated grounds strengthened with a reinforced sandy pile. The FEM models software package was used for receiving numerical results. The results were compared with experimental data. (C) 2016 The Authors. Published by Elsevier Ltd.

查看译文

关键词

water-saturated ground,weak soils,stress-strain state of water-saturated ground,a reinforced sandy pile installed in a weak ground,rheology of a reinforced ground

AI 理解论文

溯源树

样例

生成溯源树，研究论文发展脉络

Chat Paper

正在生成论文摘要