香港地区斜坡管理模式与滑坡防治体系
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- 英文论文题名：Hong Kong Slope Management Model and Landslide Preventive System
- 论文作者：王合玲 ; 程祖锋 ; 张永永 ; Yang Derui
- 英文论文作者：Wang Heling ; Cheng Zufeng ; Zhang Yongyong ; Yang Derui ; Zhejiang Provincial Land Survey and Planning Corporation Limited ; College of Resources ; Hebei University of Engineering ; Zhejiang Huadong Engineering Safety Technology Corporation Limited ; The Institution of Geological Surverying and Mapping
- 年：2016
- 作者机构：浙江省国土勘测规划有限公司;河北工程大学资源学院;浙江华东工程安全技术有限公司;The Institution of Geological Surverying and Mapping;
- 论文关键词：斜坡 ; 滑坡防治 ; 加固
- 英文论文关键词：Slope ; Landslide Prevention ; Upgrading
- 会议召开时间：2016-09-05
- 会议录名称：2016年全国工程勘察学术大会论文集（上册）
- 英文会议录名称：Geotechnical Investigation & Surveying
- 语种：中文
- 分类号：P642.22
- 学会代码：ZJKC
- 会议名称：2016年全国工程勘察学术大会
- 会议地点：中国山西太原
- 主办单位：全国建筑工程勘察科技情报网、全国建筑工程勘察科技情报网华北情报站、中国建筑学会工程勘察分会
- 学会名称：中国建筑学会工程勘察分会
- 页数：7
- 文件大小：599k
- 原文格式：O
- 会议级别：全国
摘要
滑坡灾害是威胁香港地区人民人身及财产安全的最严重的自然灾害之一。香港快速发展时期不规范的开挖自然斜坡,及本身的地质地貌及气候条件是发生滑坡灾害的根本原因。1977年土力工程处成立后,对香港人工斜坡进行系统的登记,采用量化的滑坡风险评价系统对斜坡进行调查,将斜坡的滑坡风险从高到低进行排序,然后分阶段按计划对香港不合标准斜坡进行加固,使得香港滑坡防治水平达到公认的世界先进水平。其斜坡管理及滑坡防治体系值得内地及其它斜坡管理及滑坡防治工作相对落后地区借鉴。
Landslide hazard is one of the severest natural hazard phenomenon in Hong Kong,which happened can threat life and property safety.The root cases of landslide includes two aspects,one is the lack of geotechnical input on site formation works in rapid development period of Hong Kong,and the other is the geomorphology,geological and climatic conditions of Hong Kong itself.After the set up of Geotechnical Engineering Office(GEO,known as the Geotechnical Control Office before 1991) in 1977,the new developments and redevelopments are controlled by GEO.In addition,GEO have established the Slope Information System for all the man-made slopes of Hong Kong especially for the man-made slopes formed before 1977.Then carry out preventive or upgrading measure for the sub-standard man-made slopes based on a quantitative priority ranking system step by step according to plan.The efforts have enabled Hong Kong slope management and landslide prevention to become the highest standard in the world.Such experience and methodology should benefit to the relevant work in the other areas.
Landslide hazard is one of the severest natural hazard phenomenon in Hong Kong,which happened can threat life and property safety.The root cases of landslide includes two aspects,one is the lack of geotechnical input on site formation works in rapid development period of Hong Kong,and the other is the geomorphology,geological and climatic conditions of Hong Kong itself.After the set up of Geotechnical Engineering Office(GEO,known as the Geotechnical Control Office before 1991) in 1977,the new developments and redevelopments are controlled by GEO.In addition,GEO have established the Slope Information System for all the man-made slopes of Hong Kong especially for the man-made slopes formed before 1977.Then carry out preventive or upgrading measure for the sub-standard man-made slopes based on a quantitative priority ranking system step by step according to plan.The efforts have enabled Hong Kong slope management and landslide prevention to become the highest standard in the world.Such experience and methodology should benefit to the relevant work in the other areas.
引文
[1]http://www/cedd/gov.hk香港特区政府土木工程拓展署.http://www/cedd/gov.hk.Civil Engineering and Development Department,The Government of the Hong Kong Special Administrative Region.
[2]A.W.Malone,黄润秋.边坡安全与滑坡风险管理-香港的经验[J].地质科技管理,1999,5:6~18.A.W.Malone,Huang R Q.Slope Safety and Landslide Risk Management.Management on Geological Science and Technology[J].1999,5:6~18.
[3]岳中琦.香港滑坡灾害防治与社会效益[J].工程地质学报,2006,14(增刊):12~17.Yue Z Q.Hong Kong Landslip Prevention and its Social Benefits[J].Journal of Engineering Geology.2006,14(Suppl.):12~17.
[4]朱鸿鹄,乔仲发.香港地区边坡防护与治理[JJ.岩土工程技术,2006,20(5):267~271.Zhu Honghu,Qiao Zhongfa.Prevnetion and Remediation of Slope Failure in Hong Kong.Geotechnical Engineering Technique,2006,20(5):267~271.
[5]李典庆,吴帅.考虑时间效应的滑坡风险评估与管理[J].岩土力学,2006,27(12):2239~12245.Li D Q,Wu S.Landslide Risk Assessment and Management Considering Time Effect[J].Rock and Soil Mechanics,2006,27(12):2239~12245.
[6]石菊松,石玲,吴树仁.滑坡风险评估的难点和进展[川.地质评论[J],2007,53(6):797~806.Shi J S,Shi L,Wu S R.Difficulties and Problematical Aspects of Landslide Risk Assessment:an Overview[J].Geological Review,2007,53(6):797~806.
[7]王涛,吴树仁,石菊松.国际滑坡风险评估与管理指南研究综述[J].地质通报,2009,28(8):1008~1019.Wang T,Wu S R,Shi J S.A review of internation landslide risk assessment and management guidelines[J].Geological Bulletin of China,2009,28(8):1008~1019.
[8]塘亚明,张茂省.滑坡风险评价难点及方法综述[J].水文地质工程地质2011,38(2):131~138.Tang YM,Zhang M S.Landsilde Risk Assessment Difficulties and Methods:an Review[J].Hydrogeology&Engineering Geology,2011,38(2):131~138.
[9]徐兴华,尚岳全,王迎超.碎石土滑坡综合治理及评价决策方法[J].吉林大学学报(地球科学版),2011,42(2):484~491.Xu X H,Shang Y Q,Wang Y C.Comprehensive Treatment and Evaluation Decision Method of Gravel Soil Landslide[J].Journal of Jilin University(Earth Science Edition),2011,42(2):484~491.
[10]张东辉,薛东剑,赵英俊,何政伟.滑坡风险评估GIS的设计与实现[J].地质科技情报,2011,30(4):127~131.Zhang D H,Xue D J,Zhao Y J,He Z W.Design and Realization of Landslide Risk Assessment GIS[J].Geological Science and Technology Information,2011,30(4):127~131.
[11]乔建平,王萌,石莉莉.区域滑坡风险评估中的风险区划与概率分析[J].自然灾害学报,2012,21(2):51~57.Qiao J P,Wang M,Shi L L.Risk Zoning and Probility Analysis of Regional Landsilde Risk Assessment[J].Journal of Natural Disasters,2012,21(2):51~57.
[12]胡瑞林,范林峰,王珊珊,王立朝等.滑坡风险评价的理论与方法研宄[J].工程地质学报,2013,21(1):76~83.Hu R L,Fan L F,Wang S S,Wang L C etc.Theory and Method fro Landslide Risk Assessment-current status and Future Development[J].Journal of Engineering Geology,2013,21(1):76~83.
[13]薛强,张茂省,孙萍萍,程秀娟等.基于多期DEM和滑坡强度的滑坡风险评估[J].地质通报,2013,32(6):925~934.Xue Q,Zhang M S,Shun P P,Cheng X J etc.Landslide Risk Assessment Based on Multi-period DEM and Activity Intensity[J].Geological Bulletin of China,2013,32(6):925~934.
[14]吴树仁,王涛,石菊松,石玲等.工程滑坡防治关键问题初论[J].地质通报,2013,32(12):1871~1880.Wu S R,Wang T,Shi J S,Shi L etc.A Review of Engineering Landsilde Prevention and Control[J].Gological Bulletin of China,2013,32(12):1871~1880.
[15]林孝松,赵燕,陈洪凯,唐红梅等.山区公路边坡安全评价系统设计与实现[J].中国安全科学学报,2014,24(3):72~78.Lin X S,Zhao Y,Chen H K,Tang H M etc.Design and Realization of Slope Safety Assessment System Along Highway in Mountainous Areaf J].China Safety Science Journal,2014,24(3):72~78.
[16]白宇,刘洁,郝志强.破坏概率分析法在滑坡稳定性评价中的应用[J].岩土工程技术,2015,29(5):256~260.Bai Y,Liu J,Hao Z Q.The Application of Failure Probability in the Stability Analysis of Landslide.Geotechnical Engineering Technique,2015,29(5):256~260.
[17]P.F.K.Cheng.The New Prority Ranking Systems for Man-made Slopes and Retaining Walls(GEO Report No.284)[M].GEO Publication,2013.
[18]Geotechnical Engineering Office.Geotechnical Manual for Slopes[M].Hong Kong:GEO Publication,1984.
[19]C.K.L Wong.The New Prority Classification Systems for Slopes and Retaining Walls(GEO Report No.68)[M].GEO Publication,2002.
[20]Geotechnical Engineering Office.Guide to Reatining Wall Design(Geoguide 1)[M].Hong Kong:GEO Publication,2003.
[21]Geotechnical Engineering Ofiice.Guide to Soil Nial Design and Construction(Geoguide 7)[MJ.Hong Kong:GEO Publication,2008.
[22]Geotechnical Engineering Ofiice.Prescriptive Measures for Man-made Slopes And Retaining Walls[M].GEO Publication No.1/2009.
[23]Geotechnical Engineering Ofiice.Technical Guidelines on Landscape Treatment for Slopes[M].GEO Publication No.1/2011.
[24]Geotechnical Engineering Ofiice and The Hong Kong Institution of Engineers(Geotechnical Division).Design Illustrations on the Use of Soil Nails to Upgrade Loose Fill Slopes[M].GEO&HKIE 2013.
[25]岳中琦,李焯芬,罗锦添等.香港大学钻孔过程数字监测仪在土钉加固斜坡工程中的应用[J].岩土力学与工程学报,2002,21(11):1685~1690.Yue Zhongqi,Li Zhuofen,Luo Jingtian et al.Use of HKU Drilling Process Mnitor in Slope Stabilization.Chinese Journal of Rock Mechanics and Engineering,2006,20(5):267~271.
[26]裴华富,殷建华,朱鸿鹄等.基于光纤光栅传感技术的边坡原位测斜及稳定性评估方法.岩石力学与工程学报,2010,29(8):1570~1575.Pei Huafii,Yin Jianhua,Zhu Honghu etc.In-situ Mnitoring of Displacements and Stability Evaluation of Slope Based on Fiber Bragg Grating Sensing Technology.Journal of Rock Mechanics and Engineering,2010,29(8):1570~1575.
[2]A.W.Malone,黄润秋.边坡安全与滑坡风险管理-香港的经验[J].地质科技管理,1999,5:6~18.A.W.Malone,Huang R Q.Slope Safety and Landslide Risk Management.Management on Geological Science and Technology[J].1999,5:6~18.
[3]岳中琦.香港滑坡灾害防治与社会效益[J].工程地质学报,2006,14(增刊):12~17.Yue Z Q.Hong Kong Landslip Prevention and its Social Benefits[J].Journal of Engineering Geology.2006,14(Suppl.):12~17.
[4]朱鸿鹄,乔仲发.香港地区边坡防护与治理[JJ.岩土工程技术,2006,20(5):267~271.Zhu Honghu,Qiao Zhongfa.Prevnetion and Remediation of Slope Failure in Hong Kong.Geotechnical Engineering Technique,2006,20(5):267~271.
[5]李典庆,吴帅.考虑时间效应的滑坡风险评估与管理[J].岩土力学,2006,27(12):2239~12245.Li D Q,Wu S.Landslide Risk Assessment and Management Considering Time Effect[J].Rock and Soil Mechanics,2006,27(12):2239~12245.
[6]石菊松,石玲,吴树仁.滑坡风险评估的难点和进展[川.地质评论[J],2007,53(6):797~806.Shi J S,Shi L,Wu S R.Difficulties and Problematical Aspects of Landslide Risk Assessment:an Overview[J].Geological Review,2007,53(6):797~806.
[7]王涛,吴树仁,石菊松.国际滑坡风险评估与管理指南研究综述[J].地质通报,2009,28(8):1008~1019.Wang T,Wu S R,Shi J S.A review of internation landslide risk assessment and management guidelines[J].Geological Bulletin of China,2009,28(8):1008~1019.
[8]塘亚明,张茂省.滑坡风险评价难点及方法综述[J].水文地质工程地质2011,38(2):131~138.Tang YM,Zhang M S.Landsilde Risk Assessment Difficulties and Methods:an Review[J].Hydrogeology&Engineering Geology,2011,38(2):131~138.
[9]徐兴华,尚岳全,王迎超.碎石土滑坡综合治理及评价决策方法[J].吉林大学学报(地球科学版),2011,42(2):484~491.Xu X H,Shang Y Q,Wang Y C.Comprehensive Treatment and Evaluation Decision Method of Gravel Soil Landslide[J].Journal of Jilin University(Earth Science Edition),2011,42(2):484~491.
[10]张东辉,薛东剑,赵英俊,何政伟.滑坡风险评估GIS的设计与实现[J].地质科技情报,2011,30(4):127~131.Zhang D H,Xue D J,Zhao Y J,He Z W.Design and Realization of Landslide Risk Assessment GIS[J].Geological Science and Technology Information,2011,30(4):127~131.
[11]乔建平,王萌,石莉莉.区域滑坡风险评估中的风险区划与概率分析[J].自然灾害学报,2012,21(2):51~57.Qiao J P,Wang M,Shi L L.Risk Zoning and Probility Analysis of Regional Landsilde Risk Assessment[J].Journal of Natural Disasters,2012,21(2):51~57.
[12]胡瑞林,范林峰,王珊珊,王立朝等.滑坡风险评价的理论与方法研宄[J].工程地质学报,2013,21(1):76~83.Hu R L,Fan L F,Wang S S,Wang L C etc.Theory and Method fro Landslide Risk Assessment-current status and Future Development[J].Journal of Engineering Geology,2013,21(1):76~83.
[13]薛强,张茂省,孙萍萍,程秀娟等.基于多期DEM和滑坡强度的滑坡风险评估[J].地质通报,2013,32(6):925~934.Xue Q,Zhang M S,Shun P P,Cheng X J etc.Landslide Risk Assessment Based on Multi-period DEM and Activity Intensity[J].Geological Bulletin of China,2013,32(6):925~934.
[14]吴树仁,王涛,石菊松,石玲等.工程滑坡防治关键问题初论[J].地质通报,2013,32(12):1871~1880.Wu S R,Wang T,Shi J S,Shi L etc.A Review of Engineering Landsilde Prevention and Control[J].Gological Bulletin of China,2013,32(12):1871~1880.
[15]林孝松,赵燕,陈洪凯,唐红梅等.山区公路边坡安全评价系统设计与实现[J].中国安全科学学报,2014,24(3):72~78.Lin X S,Zhao Y,Chen H K,Tang H M etc.Design and Realization of Slope Safety Assessment System Along Highway in Mountainous Areaf J].China Safety Science Journal,2014,24(3):72~78.
[16]白宇,刘洁,郝志强.破坏概率分析法在滑坡稳定性评价中的应用[J].岩土工程技术,2015,29(5):256~260.Bai Y,Liu J,Hao Z Q.The Application of Failure Probability in the Stability Analysis of Landslide.Geotechnical Engineering Technique,2015,29(5):256~260.
[17]P.F.K.Cheng.The New Prority Ranking Systems for Man-made Slopes and Retaining Walls(GEO Report No.284)[M].GEO Publication,2013.
[18]Geotechnical Engineering Office.Geotechnical Manual for Slopes[M].Hong Kong:GEO Publication,1984.
[19]C.K.L Wong.The New Prority Classification Systems for Slopes and Retaining Walls(GEO Report No.68)[M].GEO Publication,2002.
[20]Geotechnical Engineering Office.Guide to Reatining Wall Design(Geoguide 1)[M].Hong Kong:GEO Publication,2003.
[21]Geotechnical Engineering Ofiice.Guide to Soil Nial Design and Construction(Geoguide 7)[MJ.Hong Kong:GEO Publication,2008.
[22]Geotechnical Engineering Ofiice.Prescriptive Measures for Man-made Slopes And Retaining Walls[M].GEO Publication No.1/2009.
[23]Geotechnical Engineering Ofiice.Technical Guidelines on Landscape Treatment for Slopes[M].GEO Publication No.1/2011.
[24]Geotechnical Engineering Ofiice and The Hong Kong Institution of Engineers(Geotechnical Division).Design Illustrations on the Use of Soil Nails to Upgrade Loose Fill Slopes[M].GEO&HKIE 2013.
[25]岳中琦,李焯芬,罗锦添等.香港大学钻孔过程数字监测仪在土钉加固斜坡工程中的应用[J].岩土力学与工程学报,2002,21(11):1685~1690.Yue Zhongqi,Li Zhuofen,Luo Jingtian et al.Use of HKU Drilling Process Mnitor in Slope Stabilization.Chinese Journal of Rock Mechanics and Engineering,2006,20(5):267~271.
[26]裴华富,殷建华,朱鸿鹄等.基于光纤光栅传感技术的边坡原位测斜及稳定性评估方法.岩石力学与工程学报,2010,29(8):1570~1575.Pei Huafii,Yin Jianhua,Zhu Honghu etc.In-situ Mnitoring of Displacements and Stability Evaluation of Slope Based on Fiber Bragg Grating Sensing Technology.Journal of Rock Mechanics and Engineering,2010,29(8):1570~1575.
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