File Download
Supplementary
-
Citations:
- Scopus: 0
- Appears in Collections:
Article: The Canlex Project: summary and conclusions
Title | The Canlex Project: summary and conclusions |
---|---|
Authors | Robertson, PKWride, CEList, BRAtukorala, UBiggar, KWByrne, PMCampanella, RGCathro, DCChan, DHCzajewski, KFinn, WDLGu, WHHammamji, YHofmann, BAHowie, JAHughes, JImrie, ASKonrad, J-MKupper, ALaw, KTLord, ERFMonahan, PAMorgenstern, NRPhillips, RPiche, RPlewes, HDScott, DSego, DCSobkowicz, JStewart, RAWatts, BDWoeller, DJYoud, TLZavodni, Z |
Keywords | Sand Flow liquefaction Cyclic softening Canlex |
Issue Date | 2000 |
Publisher | N R C Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgj |
Citation | Canadian Geotechnical Journal, 2000, v. 37 n. 3, p. 563-591 How to Cite? |
Abstract | 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. |
Persistent Identifier | http://hdl.handle.net/10722/42646 |
ISSN | 2023 Impact Factor: 3.0 2023 SCImago Journal Rankings: 1.513 |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Robertson, PK | en_HK |
dc.contributor.author | Wride, CE | en_HK |
dc.contributor.author | List, BR | en_HK |
dc.contributor.author | Atukorala, U | en_HK |
dc.contributor.author | Biggar, KW | en_HK |
dc.contributor.author | Byrne, PM | en_HK |
dc.contributor.author | Campanella, RG | en_HK |
dc.contributor.author | Cathro, DC | en_HK |
dc.contributor.author | Chan, DH | en_HK |
dc.contributor.author | Czajewski, K | en_HK |
dc.contributor.author | Finn, WDL | en_HK |
dc.contributor.author | Gu, WH | en_HK |
dc.contributor.author | Hammamji, Y | en_HK |
dc.contributor.author | Hofmann, BA | en_HK |
dc.contributor.author | Howie, JA | en_HK |
dc.contributor.author | Hughes, J | en_HK |
dc.contributor.author | Imrie, AS | en_HK |
dc.contributor.author | Konrad, J-M | en_HK |
dc.contributor.author | Kupper, A | en_HK |
dc.contributor.author | Law, KT | en_HK |
dc.contributor.author | Lord, ERF | en_HK |
dc.contributor.author | Monahan, PA | en_HK |
dc.contributor.author | Morgenstern, NR | en_HK |
dc.contributor.author | Phillips, R | en_HK |
dc.contributor.author | Piche, R | en_HK |
dc.contributor.author | Plewes, HD | en_HK |
dc.contributor.author | Scott, D | en_HK |
dc.contributor.author | Sego, DC | en_HK |
dc.contributor.author | Sobkowicz, J | en_HK |
dc.contributor.author | Stewart, RA | en_HK |
dc.contributor.author | Watts, BD | en_HK |
dc.contributor.author | Woeller, DJ | en_HK |
dc.contributor.author | Youd, TL | en_HK |
dc.contributor.author | Zavodni, Z | en_HK |
dc.date.accessioned | 2007-03-23T04:28:45Z | - |
dc.date.available | 2007-03-23T04:28:45Z | - |
dc.date.issued | 2000 | en_HK |
dc.identifier.citation | Canadian Geotechnical Journal, 2000, v. 37 n. 3, p. 563-591 | en_HK |
dc.identifier.issn | 0008-3674 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/42646 | - |
dc.description.abstract | 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. | en_HK |
dc.format.extent | 2185591 bytes | - |
dc.format.extent | 25088 bytes | - |
dc.format.mimetype | application/pdf | - |
dc.format.mimetype | application/msword | - |
dc.language | eng | en_HK |
dc.publisher | N R C Research Press. The Journal's web site is located at http://pubs.nrc-cnrc.gc.ca/cgi-bin/rp/rp2_desc_e?cgj | en_HK |
dc.rights | Canadian Geotechnical Journal. Copyright © N R C Research Press. | en_HK |
dc.subject | Sand | en_HK |
dc.subject | Flow liquefaction | en_HK |
dc.subject | Cyclic softening | en_HK |
dc.subject | Canlex | en_HK |
dc.title | The Canlex Project: summary and conclusions | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0008-3674&volume=37&issue=3&spage=563&epage=591&date=2000&atitle=The+Canlex+Project:+summary+and+conclusions | en_HK |
dc.description.nature | published_or_final_version | en_HK |
dc.identifier.scopus | eid_2-s2.0-0034209474 | - |
dc.identifier.hkuros | 62410 | - |
dc.identifier.issnl | 0008-3674 | - |