南水北调与水利科技Issue(z2)：103-106,109,5.
融雪径流诱发顺层岩质边坡失稳的分析模型
Analytical Model of Bedding Rock Slope Instability Induced by Snowmelt-runoff Erosivity
摘要
Abstract
Considering the mechanical form of rock bedded slope under snowmelt infiltration, a finite element model on continuum saturated-un-saturatedseepageinbeddingrockslopeisproposedbasedontheUbiquitous-Jointmodelandtheseepagecharacteristicsofrockslopesnowmelt infiltration. Themodelisadoptedforitsabilityofdescribingthetransverselyanisotropybehaviorofrockbeddedslope. Meanwhile, itsnumeri-cal realization and convergence criteria are also studied. Comparison the results of a concrete seepage problem of bedding rock slope under snowmeltinfiltrationshowsthattheproposedmodeliscorrectnessandeffectiveness. Theinfluenceofsnowcoverthickness, tendencyandincli-nation of rock bedding plane on the stability of slope are analyzed. T his model can be extended to the stability analysis of reverse bedding slope and roller compacted concrete dam surface.关键词
融雪/边坡失稳/饱和非饱和/灾害Key words
snowmelt/slope failures/saturated-unsaturated seepage/disaster分类
天文与地球科学引用本文复制引用
黎良辉,魏博文,彭圣军..融雪径流诱发顺层岩质边坡失稳的分析模型[J].南水北调与水利科技,2013,(z2):103-106,109,5.基金项目
国家自然科学基金重点项目(51139001) （51139001）
国家自然科学基金资助项目(51079046 （）
50909041 （）
50809025 （）
50879024) （）
