SOIL DISTURBANCE FROM PILE DRIVING IN SENSITIVE CLAY

被引：48

作者：

BOZOZUK, M ^{[1
]}

FELLENIUS, BH ^{[1
]}

SAMSON, L ^{[1
]}

机构：

[1] TERRATECH LTD,MONTREAL H4N 1J1,QUEBEC,CANADA

来源：

关键词：

D O I：

10.1139/t78-032

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：346 / 361

页数：16

共 10 条

[1] Bjerrum L., 1954, GE OTECHNIQUE, V4, P49, DOI 10.1680/geot.1954.4.2.49
[2] BLANCHET R, 1976, THESIS LAVAL U
[3] BOZOZUK M, UNPUBLISHED
[4] BOZOZUK M, 1968, CANADIAN GEOTECHNICA, V5, P123
[5] TESTING OF DRIVABILITY OF CONCRETE PILES AND DISTURBANCE TO SENSITIVE CLAY
FELLENIUS, BH
SAMSON, L
[J]. CANADIAN GEOTECHNICAL JOURNAL, 1976, 13 (02) : 139 - 160
[6] FELLENIUS BH, 1972, CANADIAN GEOTECHNICA, V9, P25
[7] LO KY, 1965, 6TH P INT C SOIL MEC, V2, P285
[8] MASSARSCH KR, 1975, 49 ROYAL SWED AC ENG
[9] Meyerhof G.G., 1976, J GEOTECH ENG DIV, V102, P197, DOI DOI 10.1061/AJGEB6.0000243
[10] Sanglerat G., 1972, PENETROMETER SOIL EX