File Download

There are no files associated with this item.

  Links for fulltext
     (May Require Subscription)
Supplementary

Article: Excavation failure due to pipeline damage during shallow tunnelling in soft ground

TitleExcavation failure due to pipeline damage during shallow tunnelling in soft ground
Authors
KeywordsTunnel failure
Soft ground tunnelling
Subway
Pipeline damage
Issue Date2015
Citation
Tunnelling and Underground Space Technology, 2015, v. 46, p. 76-84 How to Cite?
Abstract© 2014 Elsevier Ltd. In urban areas, subway construction inevitably imposes negative impacts on adjacent buried pipelines. During the recent construction of the Beijing subway, several ground failures have occurred due to the pipeline damages induced by tunnel construction. In this paper, a disastrous ground failure of such kind occurred during the Beijing subway Line 10 construction is presented, in which a sinkhole about 20. m long, 14. m wide and 12. m deep formed. Both the tunnel construction and the ground traffic were severely affected. The adopted remedial measures for this failure, including road restoration, dewatering, dredging and tunnel face reinforcement, are systematically illustrated. The probable mechanism of this failure is also analyzed and briefly discussed. The case presented in this paper can serve as a practical reference for the engineers practicing in the similar engineering field.
Persistent Identifierhttp://hdl.handle.net/10722/214050
ISSN
2023 Impact Factor: 6.7
2023 SCImago Journal Rankings: 2.174
ISI Accession Number ID

 

DC FieldValueLanguage
dc.contributor.authorHou, Yanjuan-
dc.contributor.authorFang, Qian-
dc.contributor.authorZhang, Dingli-
dc.contributor.authorWong, Louis Ngai Yuen-
dc.date.accessioned2015-08-19T13:41:40Z-
dc.date.available2015-08-19T13:41:40Z-
dc.date.issued2015-
dc.identifier.citationTunnelling and Underground Space Technology, 2015, v. 46, p. 76-84-
dc.identifier.issn0886-7798-
dc.identifier.urihttp://hdl.handle.net/10722/214050-
dc.description.abstract© 2014 Elsevier Ltd. In urban areas, subway construction inevitably imposes negative impacts on adjacent buried pipelines. During the recent construction of the Beijing subway, several ground failures have occurred due to the pipeline damages induced by tunnel construction. In this paper, a disastrous ground failure of such kind occurred during the Beijing subway Line 10 construction is presented, in which a sinkhole about 20. m long, 14. m wide and 12. m deep formed. Both the tunnel construction and the ground traffic were severely affected. The adopted remedial measures for this failure, including road restoration, dewatering, dredging and tunnel face reinforcement, are systematically illustrated. The probable mechanism of this failure is also analyzed and briefly discussed. The case presented in this paper can serve as a practical reference for the engineers practicing in the similar engineering field.-
dc.languageeng-
dc.relation.ispartofTunnelling and Underground Space Technology-
dc.subjectTunnel failure-
dc.subjectSoft ground tunnelling-
dc.subjectSubway-
dc.subjectPipeline damage-
dc.titleExcavation failure due to pipeline damage during shallow tunnelling in soft ground-
dc.typeArticle-
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1016/j.tust.2014.11.004-
dc.identifier.scopuseid_2-s2.0-84916898061-
dc.identifier.hkuros259194-
dc.identifier.volume46-
dc.identifier.spage76-
dc.identifier.epage84-
dc.identifier.isiWOS:000349503500008-
dc.identifier.issnl0886-7798-

Export via OAI-PMH Interface in XML Formats


OR


Export to Other Non-XML Formats