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Article: Systematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects

TitleSystematic numerical simulation of rock tunnel stability considering different rock conditions and construction effects
Authors
Zhu, WLi, SLi, SChen, WLee, CF
KeywordsDeformation analysis
Excavation sequence
Finite element method
Plastic zone
Rock tunnel
Issue Date2003
PublisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tust
Citation
Tunnelling And Underground Space Technology, 2003, v. 18 n. 5, p. 531-536 How to Cite?
DOI: http://dx.doi.org/10.1016/S0886-7798(03)00070-1
AbstractThis paper outlines the construction process mechanics (CPM) principle for analysing the stability of rock tunnels and presents finite element method (FEM) numerical simulation and prediction on the deformation and failure of the rock masses surrounding tunnels under various rock mass properties and excavating and support conditions. Based on numerical modelling, a series of predicting curves for rock mass response and deformation are obtained, which provides the basis of guiding the design and construction of rock tunnels in Taiwan. © 2003 Elsevier Science Ltd. All rights reserved.
Persistent Identifierhttp://hdl.handle.net/10722/71625
ISSN
0886-7798
2023 Impact Factor: 6.7
2023 SCImago Journal Rankings: 2.174
ISI Accession Number ID
WOS:000185773800008
References
References in Scopus

 

DC FieldValueLanguage
dc.contributor.authorZhu, Wen_HK
dc.contributor.authorLi, Sen_HK
dc.contributor.authorLi, Sen_HK
dc.contributor.authorChen, Wen_HK
dc.contributor.authorLee, CFen_HK
dc.date.accessioned2010-09-06T06:33:41Z-
dc.date.available2010-09-06T06:33:41Z-
dc.date.issued2003en_HK
dc.identifier.citationTunnelling And Underground Space Technology, 2003, v. 18 n. 5, p. 531-536en_HK
dc.identifier.issn0886-7798en_HK
dc.identifier.urihttp://hdl.handle.net/10722/71625-
dc.description.abstractThis paper outlines the construction process mechanics (CPM) principle for analysing the stability of rock tunnels and presents finite element method (FEM) numerical simulation and prediction on the deformation and failure of the rock masses surrounding tunnels under various rock mass properties and excavating and support conditions. Based on numerical modelling, a series of predicting curves for rock mass response and deformation are obtained, which provides the basis of guiding the design and construction of rock tunnels in Taiwan. © 2003 Elsevier Science Ltd. All rights reserved.en_HK
dc.languageengen_HK
dc.publisherPergamon. The Journal's web site is located at http://www.elsevier.com/locate/tusten_HK
dc.relation.ispartofTunnelling and Underground Space Technologyen_HK
dc.subjectDeformation analysisen_HK
dc.subjectExcavation sequenceen_HK
dc.subjectFinite element methoden_HK
dc.subjectPlastic zoneen_HK
dc.subjectRock tunnelen_HK
dc.titleSystematic numerical simulation of rock tunnel stability considering different rock conditions and construction effectsen_HK
dc.typeArticleen_HK
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0886-7798&volume=18&spage=531&epage=536&date=2003&atitle=Systematic+numerical+simulation+of+rock+tunnel+stability+considering+different+rock+conditions+and+construction+effectsen_HK
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_HK
dc.identifier.authorityLee, CF=rp00139en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/S0886-7798(03)00070-1en_HK
dc.identifier.scopuseid_2-s2.0-0141761129en_HK
dc.identifier.hkuros93234en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0141761129&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume18en_HK
dc.identifier.issue5en_HK
dc.identifier.spage531en_HK
dc.identifier.epage536en_HK
dc.identifier.isiWOS:000185773800008-
dc.publisher.placeUnited Kingdomen_HK
dc.identifier.scopusauthoridZhu, W=7404232575en_HK
dc.identifier.scopusauthoridLi, S=7409244496en_HK
dc.identifier.scopusauthoridLi, S=7409236370en_HK
dc.identifier.scopusauthoridChen, W=8921150700en_HK
dc.identifier.scopusauthoridLee, CF=8068602600en_HK
dc.identifier.issnl0886-7798-

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