武汉大学毕业设计论文摘要本篇毕业论文从土力学基本理论出发，结合相关设计规范及工程实际，对某边坡治理工程进行初步设计。在设计中采用计算边坡推力的方法进行边坡稳定性分析，并以滑坡推力的计算结果和地质勘测资料作为肋梁锚杆支护计算、设计的依据。除了理论上的计算之外，本文还论述了边坡治理的一些基本原则。根据这些基本原则和计算结果，给出了治理边坡的方案。关键词：稳定性锚杆边坡治理AbstractThispaperbeginswithbasictheoryofsoilmechanics,consideringthebesighcriteriacorrelativeandtheengineeringfactors.Inthedesign,weanalyzestabilityofthelandsliodebycalculatingthelandslidethrust.Withthecalculateresultsandthedataofgeologysurvey,wecancalculateanddesignanti-slidepiles.Thispaperdiscussessomebasicprinciplesoflandslidetreatmentastheoreticcalculate.Basingonthebasicprinciplesandthecalculateresults,aprojectofthelandslidetreatmentbeprovided.Keywords:stabilityslidepileslandslidetreatment1武汉大学毕业设计论文目录1.工程区自然条件........................................................................12.工程地质概况..............................................................................12.1地形地貌.................................................................................12.2地层岩性与岩土工程地质特征...........................12.3地质构造.................................................................................32.4水文地质条件.....................................................................52.5人类工程活动.....................................................................53.边坡特征..........................................................................................73.1边坡形态特征.....................................................................73.2边坡物质组成.....................................................................73.3边坡的水文地质条件...................................................84.边坡稳定性分析.....................................................................104.1边坡类型及安全等级................................................104.2影响边坡稳定性的因素..........................................104.3边坡稳定性分析............................................................114.4边坡破坏模式及控制条件....................................134.5边坡岩石的物理力学性质....................................155.边坡稳定性计算.....................................................................165.1按岩层层面滑动进行稳定性验算..................165.2按岩体破裂面进行稳定性验算........................175.3按裂隙面滑动进行稳定性验算........................196.支护结构设计...........................................................................216.1设计依据..............................................................................216.2选择支护方案..................................................................216.2.1设计原则...................................................................................216.2.2设计支护方案..........................................................................226.3锚杆计算的理论基础................................................226.3.1锚杆的基本原理......................................................................236.3.2锚杆的力学作用......................................................................236.4锚杆计算成果整理......................................................257.施工组织设计.........................
