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Article: Design and installation of comprehensive instrumentation system for slope in Hong Kong

TitleDesign and installation of comprehensive instrumentation system for slope in Hong Kong
香港某邊坡綜合自動監測系統的設計和安裝
Authors
KeywordsEngineering geology (工程地質)
邊坡 (Slope)
監測試驗 (Monitoring experiment)
監測系統 (Instrumentation system)
設計 (Design)
安裝 (Installation)
Issue Date2003
Citation
Chinese Journal of Rock Mechanics and Engineering, 2003, v. 22 n. 5, p. 790-796 How to Cite?
AbstractIn order to clarify some of the important issues on slope performance, a full-scale slope monitoring experiment has been conducted at a being constructed slope, Hong Kong. The experiment adopts a number of instruments, including soil moisture probes, tensiometers, open standpipes, piezometers, inclinometers, earth pressure cells, and a rain gauge. etc. A high proportion of instruments are connected to dataloggers for automatic monitoring of the slope performance. The design and installation of the instrumentation system for the slope monitoring experiment are presented in detail.
為了研究邊坡性狀隨時間變化的一些重要問題,在香港一個正在開挖的邊坡上進行了一次大型的邊坡監測試驗。該試驗采用了含水量計、吸力計、測水管、孔隙水壓力儀、測斜儀、土壓力盒以及降雨計等一系列儀器。大部分儀器與數據采集儀連接,從而可以對邊坡性狀進行自動數字監測。詳細介紹了該監測試驗綜合自動監測系統的設計和安裝。
Persistent Identifierhttp://hdl.handle.net/10722/150243
ISSN
2015 SCImago Journal Rankings: 1.073
References

 

DC FieldValueLanguage
dc.contributor.authorLi, AGen_HK
dc.contributor.authorYue, ZQen_HK
dc.contributor.authorTham, LGen_HK
dc.contributor.authorLee, CFen_HK
dc.contributor.authorLaw, KTen_HK
dc.date.accessioned2012-06-26T06:02:43Z-
dc.date.available2012-06-26T06:02:43Z-
dc.date.issued2003en_HK
dc.identifier.citationChinese Journal of Rock Mechanics and Engineering, 2003, v. 22 n. 5, p. 790-796en_HK
dc.identifier.issn1000-6915en_HK
dc.identifier.urihttp://hdl.handle.net/10722/150243-
dc.description.abstractIn order to clarify some of the important issues on slope performance, a full-scale slope monitoring experiment has been conducted at a being constructed slope, Hong Kong. The experiment adopts a number of instruments, including soil moisture probes, tensiometers, open standpipes, piezometers, inclinometers, earth pressure cells, and a rain gauge. etc. A high proportion of instruments are connected to dataloggers for automatic monitoring of the slope performance. The design and installation of the instrumentation system for the slope monitoring experiment are presented in detail.en_HK
dc.description.abstract為了研究邊坡性狀隨時間變化的一些重要問題,在香港一個正在開挖的邊坡上進行了一次大型的邊坡監測試驗。該試驗采用了含水量計、吸力計、測水管、孔隙水壓力儀、測斜儀、土壓力盒以及降雨計等一系列儀器。大部分儀器與數據采集儀連接,從而可以對邊坡性狀進行自動數字監測。詳細介紹了該監測試驗綜合自動監測系統的設計和安裝。-
dc.languagechien_US
dc.relation.ispartofYanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineeringen_HK
dc.relation.ispartof巖石力學與工程學報 (Yanshilixue Yu Gongcheng Xuebao)-
dc.subjectEngineering geology (工程地質)en_HK
dc.subject邊坡 (Slope)en_HK
dc.subject監測試驗 (Monitoring experiment)en_HK
dc.subject監測系統 (Instrumentation system)en_HK
dc.subject設計 (Design)en_HK
dc.subject安裝 (Installation)en_HK
dc.titleDesign and installation of comprehensive instrumentation system for slope in Hong Kongen_HK
dc.title香港某邊坡綜合自動監測系統的設計和安裝-
dc.typeArticleen_HK
dc.identifier.emailYue, ZQ: yueqzq@hku.hken_HK
dc.identifier.emailTham, LG: hrectlg@hku.hken_HK
dc.identifier.emailLee, CF: leecf@hkucc.hku.hken_HK
dc.identifier.authorityYue, ZQ=rp00209en_HK
dc.identifier.authorityTham, LG=rp00176en_HK
dc.identifier.authorityLee, CF=rp00139en_HK
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.scopuseid_2-s2.0-0042134516en_HK
dc.identifier.hkuros76044-
dc.relation.referenceshttp://www.scopus.com/mlt/select.url?eid=2-s2.0-0042134516&selection=ref&src=s&origin=recordpageen_HK
dc.identifier.volume22en_HK
dc.identifier.issue5en_HK
dc.identifier.spage790en_HK
dc.identifier.epage796en_HK
dc.publisher.placeChinaen_HK
dc.identifier.scopusauthoridLi, AG=7403291637en_HK
dc.identifier.scopusauthoridYue, ZQ=7102782735en_HK
dc.identifier.scopusauthoridTham, LG=7006213628en_HK
dc.identifier.scopusauthoridLee, CF=8068602600en_HK
dc.identifier.scopusauthoridLaw, KT=7202563426en_HK

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