BEHAVIOR OF A PROPPED EMBEDDED RETAINING WALL IN STIFF CLAY AT BELL-COMMON-TUNNEL

被引：57

作者：

TEDD, P ^{[1
]}

CHARD, BM ^{[1
]}

CHARLES, JA ^{[1
]}

SYMONS, IF ^{[1
]}

机构：

[1] TRANSPORT & RD RES LAB,CROWTHORNE,ENGLAND

来源：

GEOTECHNIQUE | 1984年 / 34卷 / 04期

关键词：

SOIL MECHANICS - Pressure Effects - STRESSES - Measurements;

D O I：

10.1680/geot.1984.34.4.513

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

Extensive instrumentation has been installed at Bell Common Tunnel to monitor the performance of a propped embedded retaining wall and the behavior of the stiff clay in which it has been constructed. Earth and porewater pressures, ground and wall movements, and roof loading have been monitored during the construction period. The deformations and stresses measured at each stage of construction are presented and the performance of the wall is discussed. Refs.

引用

页码：513 / 532

页数：20

共 19 条

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