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- Publisher Website: 10.1016/j.enggeo.2004.06.003
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Article: Geohazards of slope mass movement and its prevention in Hong Kong
Title | Geohazards of slope mass movement and its prevention in Hong Kong |
---|---|
Authors | |
Keywords | Landslide Slope Tropical storm |
Issue Date | 2004 |
Publisher | Elsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/enggeo |
Citation | Engineering Geology, 2004, v. 76 n. 1-2, p. 3-25 How to Cite? |
Abstract | Rapid urban development in hilly terrain, coupled with tropical storms with heavy rainfall, has led to the frequent occurrence of disastrous landslides in Hong Kong. This paper outlines several case histories of such disastrous landslides in Hong Kong and the major efforts that have been made to mitigate landslide hazards in Hong Kong since the mid-1970s. Factors that contributed to such landslides and their causative mechanisms are analyzed. Methods of predicting the runout distance and lateral extent of rainfall-induced slope failures are summarized. Slope maintenance requirements and stabilization measures are delineated, including the stabilization of loose fill slopes. © 2004 Elsevier B.V. All rights reserved. |
Persistent Identifier | http://hdl.handle.net/10722/71221 |
ISSN | 2023 Impact Factor: 6.9 2023 SCImago Journal Rankings: 2.437 |
ISI Accession Number ID | |
References |
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Chen, H | en_HK |
dc.contributor.author | Lee, CF | en_HK |
dc.date.accessioned | 2010-09-06T06:30:01Z | - |
dc.date.available | 2010-09-06T06:30:01Z | - |
dc.date.issued | 2004 | en_HK |
dc.identifier.citation | Engineering Geology, 2004, v. 76 n. 1-2, p. 3-25 | en_HK |
dc.identifier.issn | 0013-7952 | en_HK |
dc.identifier.uri | http://hdl.handle.net/10722/71221 | - |
dc.description.abstract | Rapid urban development in hilly terrain, coupled with tropical storms with heavy rainfall, has led to the frequent occurrence of disastrous landslides in Hong Kong. This paper outlines several case histories of such disastrous landslides in Hong Kong and the major efforts that have been made to mitigate landslide hazards in Hong Kong since the mid-1970s. Factors that contributed to such landslides and their causative mechanisms are analyzed. Methods of predicting the runout distance and lateral extent of rainfall-induced slope failures are summarized. Slope maintenance requirements and stabilization measures are delineated, including the stabilization of loose fill slopes. © 2004 Elsevier B.V. All rights reserved. | en_HK |
dc.language | eng | en_HK |
dc.publisher | Elsevier BV. The Journal's web site is located at http://www.elsevier.com/locate/enggeo | en_HK |
dc.relation.ispartof | Engineering Geology | en_HK |
dc.rights | Engineering Geology. Copyright © Elsevier BV. | en_HK |
dc.subject | Landslide | en_HK |
dc.subject | Slope | en_HK |
dc.subject | Tropical storm | en_HK |
dc.title | Geohazards of slope mass movement and its prevention in Hong Kong | en_HK |
dc.type | Article | en_HK |
dc.identifier.openurl | http://library.hku.hk:4550/resserv?sid=HKU:IR&issn=0013-7952&volume=76&issue=1-2&spage=3&epage=25&date=2004&atitle=Geohazards+of+slope+mass+movement+and+its+prevention+in+Hong+Kong | en_HK |
dc.identifier.email | Lee, CF: leecf@hkucc.hku.hk | en_HK |
dc.identifier.authority | Lee, CF=rp00139 | en_HK |
dc.description.nature | link_to_subscribed_fulltext | - |
dc.identifier.doi | 10.1016/j.enggeo.2004.06.003 | en_HK |
dc.identifier.scopus | eid_2-s2.0-7544220199 | en_HK |
dc.identifier.hkuros | 102361 | en_HK |
dc.relation.references | http://www.scopus.com/mlt/select.url?eid=2-s2.0-7544220199&selection=ref&src=s&origin=recordpage | en_HK |
dc.identifier.volume | 76 | en_HK |
dc.identifier.issue | 1-2 | en_HK |
dc.identifier.spage | 3 | en_HK |
dc.identifier.epage | 25 | en_HK |
dc.identifier.isi | WOS:000225532300002 | - |
dc.publisher.place | Netherlands | en_HK |
dc.identifier.scopusauthorid | Chen, H=7501625581 | en_HK |
dc.identifier.scopusauthorid | Lee, CF=8068602600 | en_HK |
dc.identifier.issnl | 0013-7952 | - |