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Article: Influence of heterogeneity on hydraulic fracturing in rocks

TitleInfluence of heterogeneity on hydraulic fracturing in rocks
非均勻性對巖石水壓致裂過程的影響
Authors
Keywords水壓致裂 (Hydraulic fracturing)
非均勻性 (Heterogeneity)
數值模擬 (Numerical simulation)
破裂過程 (Failure process)
F-RFPA2D系統 (F-RFPA2D)
Issue Date2002
PublisherEditorial Office of Chinese Journal of Geotechnical Engineering (巖土工程學報編輯部). The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtml
Citation
Chinese Journal of Geotechnical Engineering, 2002, v. 24 n. 6 , p. 724-728 How to Cite?
巖土工程學報, 2002, v. 24 n. 6 , p. 724-728 How to Cite?
AbstractCircular samples with borehole are numerically loaded using flow-coupled Rock Failure Process Analysis code (F-RFPA2D) under internal hydraulic pressure rising at a constant rate under zero confining pressure to investigate the hydraulic fracture initiation, propagation and breakdown. Our findings are: heterogeneity of rock has a significant influence on initiation, breakdown pressure and irregular hydraulic fracture trajectory; hydraulic fracture initiation occurs considerably early before breakdown pressure is reached; the random location of the individual inhomogeneities results in an irregular hydraulic fracture trajectory.
使用巖石破裂失穩的滲流應力耦合系統研究帶有圓孔的圓形巖石試件水壓作用下的開裂、擴展和失穩過程。結果表明,巖石的非均質性導致破裂的初始壓力和失穩壓力明顯不同,水壓破裂路徑不規則發展。
Persistent Identifierhttp://hdl.handle.net/10722/71585
ISSN
2023 SCImago Journal Rankings: 0.510

 

DC FieldValueLanguage
dc.contributor.authorYang, THen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorTang, CAen_HK
dc.contributor.authorLeng, XFen_HK
dc.contributor.authorLi, Len_HK
dc.date.accessioned2010-09-06T06:33:19Z-
dc.date.available2010-09-06T06:33:19Z-
dc.date.issued2002en_HK
dc.identifier.citationChinese Journal of Geotechnical Engineering, 2002, v. 24 n. 6 , p. 724-728en_HK
dc.identifier.citation巖土工程學報, 2002, v. 24 n. 6 , p. 724-728-
dc.identifier.issn1000-4548-
dc.identifier.urihttp://hdl.handle.net/10722/71585-
dc.description.abstractCircular samples with borehole are numerically loaded using flow-coupled Rock Failure Process Analysis code (F-RFPA2D) under internal hydraulic pressure rising at a constant rate under zero confining pressure to investigate the hydraulic fracture initiation, propagation and breakdown. Our findings are: heterogeneity of rock has a significant influence on initiation, breakdown pressure and irregular hydraulic fracture trajectory; hydraulic fracture initiation occurs considerably early before breakdown pressure is reached; the random location of the individual inhomogeneities results in an irregular hydraulic fracture trajectory.-
dc.description.abstract使用巖石破裂失穩的滲流應力耦合系統研究帶有圓孔的圓形巖石試件水壓作用下的開裂、擴展和失穩過程。結果表明,巖石的非均質性導致破裂的初始壓力和失穩壓力明顯不同,水壓破裂路徑不規則發展。-
dc.languagechien_HK
dc.publisherEditorial Office of Chinese Journal of Geotechnical Engineering (巖土工程學報編輯部). The Journal's web site is located at http://218.241.156.197/Jwk_ytgcxb/CN/column/column11.shtml-
dc.relation.ispartofChinese Journal of Geotechnical Engineeringen_HK
dc.relation.ispartof巖土工程學報-
dc.subject水壓致裂 (Hydraulic fracturing)-
dc.subject非均勻性 (Heterogeneity)-
dc.subject數值模擬 (Numerical simulation)-
dc.subject破裂過程 (Failure process)-
dc.subjectF-RFPA2D系統 (F-RFPA2D)-
dc.titleInfluence of heterogeneity on hydraulic fracturing in rocksen_HK
dc.title非均勻性對巖石水壓致裂過程的影響-
dc.typeArticleen_HK
dc.identifier.emailYang, T: yangtianhong@yahoo.com.cnen_HK
dc.identifier.emailTham, LG: hrectlg@hkucc.hku.hken_HK
dc.identifier.emailTang, C: tca@mail.neu.edu.cnen_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.scopuseid_2-s2.0-0036871362-
dc.identifier.hkuros76099en_HK
dc.identifier.volume24-
dc.identifier.issue6-
dc.identifier.spage724-
dc.identifier.epage728-
dc.publisher.placeChina (中國)-
dc.identifier.scopusauthoridYang, TH=7404656308-
dc.identifier.scopusauthoridTham, LG=7006213628-
dc.identifier.scopusauthoridTang, CA=7404394097-
dc.identifier.scopusauthoridLeng, XF=7102492428-
dc.identifier.scopusauthoridLi, LC=7501455624-
dc.identifier.issnl1000-4548-

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