LATERAL DISPLACEMENTS IN CLAY FOUNDATIONS UNDER EMBANKMENTS

被引：102

作者：

TAVENAS, F

MIEUSSENS, C

BOURGES, F

机构：

[1] LAB REG EQUIPEMENT,F-31400 TOULOUSE,FRANCE

[2] LAB CENT PONTS & CHAUSSEES,F-44340 NANTES,FRANCE

来源：

CANADIAN GEOTECHNICAL JOURNAL | 1979年 / 16卷 / 03期

关键词：

D O I：

10.1139/t79-059

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The lateral displacements developing in clay foundations under 21 different embankments during construction and consolidation have been analyzed. The distribution of lateral deformations with depth is not modified during consolidation so that long-term predictions of deformations as well as of the behaviour of adjacent structures appear possible.-from Authors.

引用

页码：532 / 550

页数：19

共 40 条

[1]

BIGOT G, 1977, 9TH P INT C SOIL MEC, V1, P407

[2]

Blondeau F., 1977, P INT S SOFT CLAY, P419

[3]

BOURGES F, 1969, 7TH P INT C SOIL MEC, V2, P35

[4]

Bourges F., 1973, B LIAISON LAB PONTS, P119

[5]

Bourges F., 1979, B LIAISON LAB PONTS, P73

[6]

Brigando M., 1976, 106212 LAB EQ AIX PR

[7]

D'Appolina D.J., 1971, J SOIL MECH FDN DIV, V97, P1359

[8]

DASCAL O, 1975, ASCE J GEOTECHNICAL, V101, P297

[9]

DEBEER EE, 1977, 9TH INT C SOIL MECH

[10]

Duncan J.M., 1970, J SOIL MECH FDN DIV, V96, P1629, DOI [10.1061/JSFEAQ.0001458, DOI 10.1061/JSFEAQ.0001458]

← 1 2 3 4 →