|
|
|
| WU Yue1,LIU Dongsheng2,LU Xin1,SONG Qianghui1,WU Yingxiang1 |
(1. Department of Civil Engineering,Logistical Engineering University of PLA,Chongqing 400041,China;
2. Chongqing Bureau of Geology and Minerals Exploration,Chongqing 400039,China) |
|
|
|
|
Abstract Based on the situation that the quantitative degree for assessing the vulnerability of element at landslides risk is low,the quantitative assessment method of the vulnerability is discussed. Through analyzing the failure process of element at risk impacted by the landslide mass,it is considered that the impact energy translates into the deformation energy of element at risk gradually,which is caused by impact force work in process of element at risk impacted by the landslide mass. Because of plastic deformation,the deformation energy dissipates progressively;then it leads to the destruction and collapse of element at risk. Vulnerability is defined quantitatively as a function of impact kinetic energy and the deformation energy of structure. The quantitative function is deduced. Based on this function,the quantitative vulnerability assessment model for typical element at landslide risk is established by using energy method to calculate velocity of landslide debris for the simplified case. This quantitative model accords with the principle of landslide mechanism. It is a new way for vulnerability quantitative assessment.
|
|
Received: 04 March 2010
|
|
|
|
| [1] Australian Geomechanics Society. A national landslide risk management framework for Australia[J]. Australian Geomechanics,2007,42(1):1–12.
[2] VAN WESTEN C J. Landslide hazard and risk zonation—why is it stil1 so difficult[J]. Bulletin of Engineering Geology and the Environment,2005,64(1):5–23.
[3] 石菊松,石 玲,吴树人. 滑坡风险评估的难点和进展[J]. 地质论评,2007,53(6):797–806.(SHI Jusong,SHI Ling,WU Shuren. Difficulties and problematical aspects of landslide risk assessment:an overview[J]. Geological Review,2007,53(6):797–806.(in Chinese))
[4] 汪华斌,吴树仁. 滑坡灾害风险评价的关键理论与技术方法[J]. 地质通报,2008,27(11):1 764–1 770.(WANG Huabin,WU Shuren. Key theory and method of landslide hazard risk assessments[J]. Geological Bulletin of China,2008,27(11):1 764–1 770.(in Chinese))
[5] DAI F C,LEE C F,NGAI Y Y. Landslide risk assessment and management:an overview[J]. Engineering Geology,2002,64(1):65–87.
[6] FINLAY P J. The risk assessment of slopes[Ph. D. Thesis][D]. Sydney:School of Civil Engineering,University of New South Wales,1996.
[7] UZIELLI M. Risk and vulnerability for geohazards-probabilistic estimation of regional vulnerability to landslides[R]. [S.l.]:[s.n.],2006.
[8] KAYNIA A M,PAPATHOMA M. Probabilistic assessment of vulnerability to landslide:application to the village of Lichtenstein,Baden-Württemberg,Germany[J]. Engineering Geology,2008,101(1/2):33–48.
[9] MARCO U,FARROKH N,SUZANNE L,et al. A conceptual framework for quantitative estimation of physical vulnerability to landslides[J]. Engineering Geology,2008,102(2):251–256.
[10] 汪 敏,刘东燕. 滑坡灾害风险分析中的易损性及破坏损失评价[J]. 工程勘察,2001,(3):8–11.(WANG Min,LIU Dongyan. Landslide risk assessment of vulnerability[J]. Geotechnical Investigation and Surveying,2001,(3):8–11.(in Chinese))
[11] BLAIKIE P,CANNON T,DAVIS I,et al. At risk:natural hazards,people?s vulnerability,and disasters[M]. New York:[s.n.],1994.
[12] 北京金土木软件技术有限公司,中国建筑标准设计研究院. SAP2000中文版使用指南[M]. 北京:人民交通出版社,2006:450–457.(Beijing Golden Civil Software Technology Co.,Ltd.,China Building Standard Design Institute. SAP2000 Chinese guide[M]. Beijing:China Communications Press,2006:450–457.(in Chinese))
[13] 刘晶波,刘阳冰,闫实秋,等. 基于性能的方钢管混凝土框架结构地震易损性分析[J]. 土木工程学报,2010,43(2):39–47.(LIU Jingbo,LIU Yangbing,YAN Shiqiu,et al. Performance-based seismic fragility analysis of CFST frame structures[J]. China Civil Engineering Journal,2010,43(2):39–47.(in Chinese))
[14] 中华人民共和国国家标准编写组. GB/T 24335—2009建(构)筑物地震破坏等级划分[S]. 北京:中国标准出版社,2009.(The National Standards Compilation Group of People?s Republic of China. GB/T 24335—2009 Code for classification of earthquake damage to buildings and special structures[S]. Beijing:Standards Press of China,2009.(in Chinese))
[15] 沈珠江. 理论土力学[M]. 北京:中国水利水电出版社,1999:9–10.(SHENG Zhujiang. Theoretical soil mechanics[M]. Beijing:China Water Power Press,1999:9–10.(in Chinese))
[16] 张倬元,王士天,王兰生,等. 工程地质分析原理[M]. 北京:地质出版社,1993:338.(ZHANG Zhuoyuan,WANG Shitian. WANG Lansheng,et al. Engineering geological analysis principle[M]. Beijing:Geological Publishing House,1993:338.(in Chinese)) |
|
|
|