Preconstruction consolidation of weak saturated clayey soils by reinforcing limestone drains

被引：0

作者：

V. P. Konovalov

S. G. Bezvolev

P. A. Konovalov

机构：

[1] GUP Mosgorgeotrest,

[2] Scientific-Research Institute of Foundations and Underground Structures,undefined

来源：

Soil Mechanics and Foundation Engineering | 2012年 / 48卷

关键词：

Uniaxial Compressive Strength; Clayey Soil; Soft Soil; Compression Modulus; Effective Vertical Stress;

D O I：

暂无

中图分类号：

学科分类号：

摘要：

A method for the installation and the range of application of limestone drains, their design characteristics and special engineering features, and equipment for their fabrication are presented. Test requirements are outlined for determination of computed characteristics of soft saturated clayey soils. A procedure is presented for analysis of total-settlement characteristics and prediction of secondary settlement during preconstruction consolidation under load and deep stabilization by reinforcing limestone drains.

引用

页码：256 / 265

页数：9