滑坡穩(wěn)定性可靠度及巖土參數(shù)敏感性研究

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Study on Landslide Stability Reliability and Parameter Sensitivity胡文奎',薛明華',劉衛(wèi)衛(wèi)',鹿傳磊2,3
(1.濟(jì)南市勘察測(cè)繪研究院,濟(jì)南250101;2.中國(guó)地質(zhì)調(diào)查局哈爾濱自然資源綜合調(diào)查中心,哈爾濱150081;3.自然資源部哈爾濱黑土地地球關(guān)鍵帶野外科學(xué)觀測(cè)研究站,哈爾濱150086)
中圖分類(lèi)號(hào):TU443 文獻(xiàn)標(biāo)志碼:A 文章編號(hào):1005-8249(2025)01-0156-07
DOI:10.19860/j.cnki.issn1005-8249.2025.01.029
HU Wenkui',XUE Minghua’,LIU Weiwei',LU Chuanlei2,3
(1. Ji'nan Geotechnical Investigation and Surveying Institute, Ji’nan 25O1O1, China;
2.Harbin Natural Resources Comprehensive Survev Center, China Geological Suvey,Harbin 15OO8l,China;
.Station of Earth Critical Zone in Black Soil of Harbin,Ministry of Natural Resources,Harbin 15O086,China) Abstract:Toenhancetherationalityof landslidestabilityanalysisandremediationstrategies,this studytakestheFengqing landslidein Yunan Provinceastheengineeringcontext.Thestabilitycoeffcientof the landslidewascalculatedusing the strengthreduction method,andthefailure probabiltywasanalyzedbasedon MonteCarlosimulationandreliabilitytheoryThe sensitivityof geotechnical parameters tothe stabilitycoeffcientandslopedisplacementwasassessedusing the Spearman coeffcient.TheresultsindicatethatthestabilitycoefcientofthelandslideisO.863.Aftercomprehensiveremediation involving "slope reduction,grid anchors,and drainage interception," the failure probability was reduced to 1,6% ,stabilizing thelandslide.Thefourparameterswiththehighestsensitivitytothestabilitycoeficientaretheinteralfrictionangleoffuly weatheredsandstone,cohesion,cohesionofsityclay,and internalfrictionangle,whilethenaturalunit weightofsiltyclay andfullyweatheredsandstoneshows negativesensitivitytothestabilitycoeficient.Thisstudyprovidesareferenceforeliability analysis of landslide stability under similar engineering contexts.
KeyWords:reliability theory;landslides;stability coefficients;Monte Carlo simulation;landslide management
0 引言
滑坡是主要自然災(zāi)害之一,在全球范圍內(nèi)產(chǎn)生廣泛的影響,并且對(duì)人類(lèi)和社會(huì)造成了巨大的經(jīng)濟(jì)損失[1-3]。(剩余17239字)