IMHE OpenIR  > 山地灾害与地表过程重点实验室
基于极限平衡方程和水文模拟的坡体稳定性分析
Alternative TitleAnalysis of Slope Stability Based on the Limit Equilibrium Equation and the Hydrological Simulation
张少杰1,2; 韦方强3; 刘敦龙4; 江玉红2
Corresponding Author张少杰
2016-12
Source Publication应用基础与工程科学学报
ISSN1005-0930
Volume24Issue:6Pages:1182-1192
Other Abstract

基于极限平衡方程,在安全系数F_s=1的条件下,推导了潜在的不稳定坡体判识公式,形成了潜在不稳定坡体的判识方法;基于水文模拟,分析了不同降水条件下坡体的饱和因子w的变化规律,并依据极限平衡方程进一步分析了潜在不稳定坡体的稳定性,建立了对潜在不稳定坡体稳定性的评价方法.以汶川地震灾区(四川省境内)为研究区,对区域内的潜在不稳定坡体进行了判识,判识出来的潜在不稳定坡体面积约为4 554.94km~2,占研究区总面积的14.32%.对判识出来的潜在不稳定坡体在不同重现期降水作用下的稳定性进行了评估,确定了可能形成滑坡的坡体分布.这一评估结果可为研究区的滑坡防范提供依据,降低滑坡灾害带来的生命和财产损失.

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A deterministic formula for potential instable slope was derived from the limit equilibrium equation in the condition of the safety factor Fs=1 and the identified method for this kind of slope was then proposed here following the deriving process. Based on the hydrological process simulation, the variation rule of the saturated index w has been analyzed with different rainfall data inputs, and with this variation rule, the potential instable slopes were further analyzed, and the assessing method of potential instable slopes was established here. Taking the Wenchuan seismic disastrous area within Sichuan Province as the study zone, the potential unstable slopes has been identified by using the identified formula. The results show that the area of identified potential unstable slopes in this region is about 4554.94 km2accounting for 14.32% of the total area of the study zone. The further analysis of the stability of these identified potential unstable slopes under the action of the rainfall with different designed frequencies has been assessed, and the slope distribution with the possibility that the landslides may occur has been identified. This assessing result can provide the prevention basis for the landslides in the study zone and decrease the life and property loss caused by the landslides. © 2016, The Editorial Board of Journal of Basic Science and Engineering. All right reserved.

Keyword地震灾区 潜在不稳定坡体 坡体稳定性分析 饱和因子
Subject AreaP642.2
DOI10.16058/j.issn.1005-0930.2016.06.010
Indexed ByEI ; CSCD ; 北大中文核心
Language中文
CSCD IDCSCD:5885751
Funding Organization中国科学院科技服务网络计划(STS计划)(KFJSW-STS-180) ; 成都信息工程大学科研基金资助(KYTZ201616) ; 中科院成都山地灾害与环境研究所自主部署青年基金项目(SDS-QN-1303)
Accession numberAccession number:2017030324962
Citation statistics
Cited Times:2[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/18384
Collection山地灾害与地表过程重点实验室
Affiliation1.中国科学院成都灾害与地表过程重点实验室
2.中国科学院水利部成都山地灾害与环境研究所
3.中国科学院重庆绿色智能技术研究院
4.成都信息工程大学软件工程学院
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
张少杰,韦方强,刘敦龙,等. 基于极限平衡方程和水文模拟的坡体稳定性分析[J]. 应用基础与工程科学学报,2016,24(6):1182-1192.
APA 张少杰,韦方强,刘敦龙,&江玉红.(2016).基于极限平衡方程和水文模拟的坡体稳定性分析.应用基础与工程科学学报,24(6),1182-1192.
MLA 张少杰,et al."基于极限平衡方程和水文模拟的坡体稳定性分析".应用基础与工程科学学报 24.6(2016):1182-1192.
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