DETERMINATION OF CHARACTERISTICS OF THE PRONENESS OF LOESS SOILS TO SLUMP-TYPE SETTLEMENT

被引：2

作者：

Dzagov, A. M. ^{[1
]}

机构：

[1] NM Gersevanov Sci Res Inst Fdn & Underground Stru, Moscow, Russia

来源：

SOIL MECHANICS AND FOUNDATION ENGINEERING | 2009年 / 46卷 / 06期

关键词：

D O I：

10.1007/s11204-010-9078-4

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Various approaches to assessment of the relative proneness of soil to Slump-type settlement is examined. In deformation calculations, it is proposed to use the structural strength of the wetted soil in lieu of the pressure initiating slump-type settlement. It is emphasized that the relative proneness of soil to slump-type settlement should be determined under conditions whereby it is wetted with water or solutions corresponding in terms of temperature and chemical composition to the liquid circulating in utilities laid for the entity.

引用

页码：260 / 268

页数：9