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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/74256
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dc.titleMULTIPLE TUNNEL INTERACTION PROBLEM.
dc.contributor.authorLee, S.L.
dc.contributor.authorLo, K.W.
dc.contributor.authorChow, Y.K.
dc.date.accessioned2014-06-19T05:50:48Z
dc.date.available2014-06-19T05:50:48Z
dc.date.issued1985
dc.identifier.citationLee, S.L.,Lo, K.W.,Chow, Y.K. (1985). MULTIPLE TUNNEL INTERACTION PROBLEM. 4 : 1851-1858. ScholarBank@NUS Repository.
dc.identifier.isbn9061915848
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/74256
dc.description.abstractSome analyses on multiple tunnel-ground interaction at a selected section of the Singapore mass rapid transit system are presented. Two extreme cases of tunnel support are modelled, from which actual behavior may be inferred: a stiff lining for which peripheral ground yield is prevented; and a highly flexible, compressible lining. Linear elastic isoparamteric finite elements interconnected at corner nodes constitute the analytical model, although some effects of plastic flow in the soil medium described in an earlier publication are also included for comparison. Various findings of practical interest are discussed.
dc.sourceScopus
dc.typeConference Paper
dc.contributor.departmentCIVIL ENGINEERING
dc.description.volume4
dc.description.page1851-1858
dc.identifier.isiutNOT_IN_WOS
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