┊┊┊┊┊┊┊┊┊┊┊┊┊装┊┊┊┊┊订┊┊┊┊┊线┊┊┊┊┊┊┊┊┊┊┊┊┊毕业设计（论文）报告纸第PAGE\*MERGEFORMAT30页共NUMPAGES\*MERGEFORMAT30页中卫—贵阳联络线BE106滑坡设计作者姓名：XXX学号：xxxxxxxxx专业：地质工程（工程地质）指导教师：xxxxx摘要本设计以中卫—贵阳联络线BE106滑坡勘察报告为依据，分析了滑坡的工程地质条件及基本特征。在此基础上研究了影响滑坡失稳的因素，进而分析了滑坡的成因机制。然后对滑坡的稳定性进行了定性评价，并采用极限平衡原理和传递系数法，计算出滑坡的稳定性系数和滑坡推力，对滑坡稳定性进行了定量评价。按照“经济合理，工期短，工程技术可行，治理效果安全可靠”的设计原则，从中选取了抗滑桩+排水工程的治理方案，对滑坡做了治理设计。关键词:滑坡,稳定性,治理设计,抗滑桩,排水工程AbstractBasedonthegeo-technicaldataoftheBE106landslide,thegeologicalconditionaboutthelandslidewasstudied,thenthefactorswhichtamperedwiththeslope’sstabilitywereconstrued,thereasonswhichcausedthelandslidewereanalyzedandthelandslide’sstabilitywasestimated.Accordingtotheunbalancethrusttransmissioncoefficientmethod’sprincipleandsupposition，thelandslide’sstabilitycoefficientwascalculated.Thenthelandslide’sstabilitywasappraised.Basedontheanalysis,thetreatmentmeasurewereadvanced.Accordingtotheresultoftheslopestabilitycalculation,thedesignprinciplewasthattheprojectcostwasreasonable,timelimitfortheprojectwasmuchless,thetechniquewaspossibleandtheprojectwassimpleandeasytoconstruct.Finally,areviseddesigningprogramhasbeenchosen,whichincludedanti-slidepileanddrainageworks.Atlast，theslope’sdesignationofremedyingengineeringwasmade.Keywords:landslide,stability,anti-slidepile,drainageworks目录TOC\o"1-3"\h\uHYPERLINK\l_Toc23012第1章前言PAGEREF_Toc230126HYPERLINK\l_Toc290131.1选题依据及其意义PAGEREF_Toc290136HYPERLINK\l_Toc65181.2滑坡治理主要方法研究PAGEREF_Toc65187HYPERLINK\l_Toc210291.3设计依据及设计思路PAGEREF_Toc210297HYPERLINK\l_Toc244641.3.1设计依据PAGEREF_Toc244647HYPERLINK\l_Toc288881.3.2设计思路PAGEREF_Toc288888HYPERLINK\l_Toc124331.4本次设计主要成果PAGEREF_Toc124338HYPERLINK\l_Toc30244第2章滑坡区自然地理及工程地质条件PAGEREF_Toc302448HYPERLINK\l_Toc145672.1自然地理条件PAGEREF_Toc145678HYPERLINK\l_Toc43832.1.1地理位置PAGEREF_Toc43838HYPERLINK\l_Toc220482.1.2气象水文PAGEREF_Toc220489HYPERLINK\l_Toc