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Conference Paper: Numerical studies of fracture initiation and propagation in stiff soil
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TitleNumerical studies of fracture initiation and propagation in stiff soil
 
AuthorsWang, SY1
Yeung, AT
Au, SK
Fangzhen3
Zhang, HQ4
Yang, XQ2
 
Issue Date2006
 
PublisherASCE.
 
CitationGeotechnical Special Publication, 2006 n. 155, p. 288-295 [How to Cite?]
DOI: http://dx.doi.org/10.1061/40867(199)35
 
AbstractA geo-material failure process analysis, considering the coupling of stress distribution, fluid flow, and element damage evolution, has been used to investigate the mechanisms of crack initiation and propagation around a 2-D cylindrical cavity in heterogeneous stiff soils during grouting. Numerical simulations were performed using the specifically developed computer software F-RFPA2D. The results indicate the analysis is a powerful tool for the studying of soil behavior during fracture grouting. Moreover, they give us a better understanding of the crack initiation and propagation mechanisms during hydrofracturing.
 
ISSN0895-0563
2013 SCImago Journal Rankings: 0.163
 
DOIhttp://dx.doi.org/10.1061/40867(199)35
 
ReferencesReferences in Scopus
 
DC FieldValue
dc.contributor.authorWang, SY
 
dc.contributor.authorYeung, AT
 
dc.contributor.authorAu, SK
 
dc.contributor.authorFangzhen
 
dc.contributor.authorZhang, HQ
 
dc.contributor.authorYang, XQ
 
dc.date.accessioned2010-09-26T03:03:47Z
 
dc.date.available2010-09-26T03:03:47Z
 
dc.date.issued2006
 
dc.description.abstractA geo-material failure process analysis, considering the coupling of stress distribution, fluid flow, and element damage evolution, has been used to investigate the mechanisms of crack initiation and propagation around a 2-D cylindrical cavity in heterogeneous stiff soils during grouting. Numerical simulations were performed using the specifically developed computer software F-RFPA2D. The results indicate the analysis is a powerful tool for the studying of soil behavior during fracture grouting. Moreover, they give us a better understanding of the crack initiation and propagation mechanisms during hydrofracturing.
 
dc.description.natureLink_to_subscribed_fulltext
 
dc.identifier.citationGeotechnical Special Publication, 2006 n. 155, p. 288-295 [How to Cite?]
DOI: http://dx.doi.org/10.1061/40867(199)35
 
dc.identifier.doihttp://dx.doi.org/10.1061/40867(199)35
 
dc.identifier.epage295
 
dc.identifier.hkuros116187
 
dc.identifier.issn0895-0563
2013 SCImago Journal Rankings: 0.163
 
dc.identifier.issue155
 
dc.identifier.scopuseid_2-s2.0-33845431533
 
dc.identifier.spage288
 
dc.identifier.urihttp://hdl.handle.net/10722/111783
 
dc.identifier.volume, Geotechnical Special Publication No. 155
 
dc.languageeng
 
dc.publisherASCE.
 
dc.publisher.placeUnited States
 
dc.relation.ispartofGeotechnical Special Publication
 
dc.relation.referencesReferences in Scopus
 
dc.titleNumerical studies of fracture initiation and propagation in stiff soil
 
dc.typeConference_Paper
 
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Author Affiliations
  1. City University of Hong Kong
  2. Hubei University
  3. Hong Kong Polytechnic University
  4. Northeastern University China