Finite element modeling of vertical drainage systems in wet soft clay

被引：0

作者：

Liu, X. -Y. ^{[1
]}

Scarpas, A. ^{[1
]}

Kasbergen, C. ^{[1
]}

机构：

[1] Delft Univ Technol, Sect Struct Mech, NL-2600 AA Delft, Netherlands

来源：

ADVANCED CHARACTERISATION OF PAVEMENT SOIL ENGINEERING MATERIALS, VOLS 1 AND 2 | 2007年

关键词：

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In this contribution, by means of numerical investigation, two types of vertical drainage systems, for instance drainage strip, sand wall and their combination with applying under pressure will be examined. The influence of under pressure to the process of consolidation will be investigated. The findings of this contribution will provide the necessary information for improvement of existing designs of vertical drains and the development of design specifications.

引用

页码：533 / 542

页数：10

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