The CANLEX project:: summary and conclusions

被引:51
|
作者
Robertson, PK [1 ]
Wride, CE [1 ]
List, BR [1 ]
Atukorala, U [1 ]
Biggar, KW [1 ]
Byrne, PM [1 ]
Campanella, RG [1 ]
Cathro, DC [1 ]
Chan, DH [1 ]
Czajewski, K [1 ]
Finn, WDL [1 ]
Gu, WH [1 ]
Hammamji, Y [1 ]
Hofmann, BA [1 ]
Howie, JA [1 ]
Hughes, J [1 ]
Imrie, AS [1 ]
Konrad, JM [1 ]
Küpper, A [1 ]
Law, T [1 ]
Lord, ERF [1 ]
Monahan, PA [1 ]
Morgenstern, NR [1 ]
Phillips, R [1 ]
Piché, R [1 ]
Plewes, HD [1 ]
Scott, D [1 ]
Sego, DC [1 ]
Sobkowicz, J [1 ]
Stewart, RA [1 ]
Watts, BD [1 ]
Woeller, DJ [1 ]
Youd, TL [1 ]
Zavodni, Z [1 ]
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Geotech Grp, Edmonton, AB T6G 2G7, Canada
关键词
sand; flow liquefaction; cyclic softening; CANLEX;
D O I
10.1139/cgj-37-3-563
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
The Canadian geotechnical engineering community has completed a major collaborative 5 year research project entitled the Canadian Liquefaction Experiment (CANLEX). The main objective of the project was to study the phenomenon of soil liquefaction, which can occur in saturated sandy soils and is characterized by a large loss of strength or stiffness resulting in substantial deformations. The intent of this paper is to compare, interpret, and summarize the large amount of field and laboratory data obtained for six sites in Western Canada as part of the CANLEX project. The sites are compared in terms of both flow-liquefaction and cyclic-softening considerations. The paper presents a number of conclusions drawn from the project as a whole, in terms of both fundamental and practical significance.
引用
收藏
页码:563 / 591
页数:29
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