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Conference Paper: Long-term displacement of concrete anchor foundation of suspension bridge in soft soils

TitleLong-term displacement of concrete anchor foundation of suspension bridge in soft soils
Authors
Issue Date2006
PublisherASCE.
Citation
Geotechnical Special Publication, 2006 n. 152, p. 215-222 How to Cite?
AbstractThe long-term displacement of concrete anchor foundation could be rather significant due to the great pullout loading via main cables in soft soils. The evolution of long-term displacement with time is simulated considering the construction procedure as well as the influence of time-dependence of the soft soils coupled with consolidation theory using FEM. It is found that the long-term settlement and lateral displacement could be larger than 2-4 times the short-term one. The lateral displacement is more notable and lasts longer in long-term than settlement in terms of their magnitudes and developments with time. Copyright ASCE 2006.
Persistent Identifierhttp://hdl.handle.net/10722/110793
ISSN
References

 

DC FieldValueLanguage
dc.contributor.authorZhang, DMen_HK
dc.contributor.authorHuang, HWen_HK
dc.contributor.authorYang, Jen_HK
dc.date.accessioned2010-09-26T02:21:24Z-
dc.date.available2010-09-26T02:21:24Z-
dc.date.issued2006en_HK
dc.identifier.citationGeotechnical Special Publication, 2006 n. 152, p. 215-222en_HK
dc.identifier.issn0895-0563en_HK
dc.identifier.urihttp://hdl.handle.net/10722/110793-
dc.description.abstractThe long-term displacement of concrete anchor foundation could be rather significant due to the great pullout loading via main cables in soft soils. The evolution of long-term displacement with time is simulated considering the construction procedure as well as the influence of time-dependence of the soft soils coupled with consolidation theory using FEM. It is found that the long-term settlement and lateral displacement could be larger than 2-4 times the short-term one. The lateral displacement is more notable and lasts longer in long-term than settlement in terms of their magnitudes and developments with time. Copyright ASCE 2006.en_HK
dc.languageengen_HK
dc.publisherASCE.en_HK
dc.relation.ispartofGeotechnical Special Publicationen_HK
dc.titleLong-term displacement of concrete anchor foundation of suspension bridge in soft soilsen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailYang, J:junyang@hkucc.hku.hken_HK
dc.identifier.authorityYang, J=rp00201en_HK
dc.description.naturelink_to_subscribed_fulltext-
dc.identifier.doi10.1061/40864(196)29en_HK
dc.identifier.scopuseid_2-s2.0-35448992967en_HK
dc.identifier.hkuros118296en_HK
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-35448992967&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.issue152en_HK
dc.identifier.spage215en_HK
dc.identifier.epage222en_HK
dc.publisher.placeUnited Statesen_HK
dc.identifier.scopusauthoridZhang, DM=8657548700en_HK
dc.identifier.scopusauthoridHuang, HW=10141697800en_HK
dc.identifier.scopusauthoridYang, J=35605258800en_HK

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