Discharge capacity requirement of prefabricated vertical drains

被引：13

作者：

Tripathi, K. K. ^{[1
]}

Nagesha, M. S. ^{[2
]}

机构：

[1] Coll Engn, Dept Civil Engn, Pune 411005, Maharashtra, India

[2] Navi Mumbai SEZ Pvt Ltd, CBD Belapur, Bombay, Maharashtra, India

来源：

GEOTEXTILES AND GEOMEMBRANES | 2010年 / 28卷 / 01期

关键词：

Discharge capacity; PVD; Consolidation; Clay; Drain resistance; SOFT CLAY; EMBANKMENTS; IMPROVEMENT;

D O I：

10.1016/j.geotexmem.2009.09.004

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Discharge capacity is one of the most important parameters affecting the performance of prefabricated vertical drains (PVD). An attempt has been made in this paper to develop an equation for the maximum discharge that can flow to a PVD. The required discharge capacity of the PVD was obtained based on the predicted maximum discharge in the PVD. The developed equation could be verified from the field data published in the literature. (C) 2009 Elsevier Ltd. All rights reserved.

引用

页码：128 / 132

页数：5

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