摘要边坡有人工边坡与自然边坡，这是依据形成方式进行分类的;又能够分成岩石质地型的边坡、土质地型的边坡和岩土地质组合而成的边坡，这是依存材质进行的一个划分;亦能够分成稳定边坡、不稳定边坡和 潜在不稳定边坡等，这些事按照稳定状态进行的划分。边坡类型细分起来相当不简单,岩质边坡大概可分成硬岩、软岩、软硬岩组合、顺向、切向、反向、完整岩、破碎岩、风化岩、节理岩边坡等，又比如土质地型的边坡中有膨胀、硬、黄、软、填等各类材质的土以及各种类结合而成的土质混合形成的边坡,此外还有不同类岩体组合形成的复杂种类边坡。不稳定边坡是边坡支护重点对待的对象,还有那些可能存在不稳定的又换言之稳定系数不够满足安全同使用要求的边坡。边坡支护结构的形式多不胜数,有挡土墙、抗滑桩、锚固等,可以称之为百花齐放。在支护中，通常使用其中单独一种又或两者合一,或通过不同类型的支护结构组合起来从而达到更佳的支护成效。支护结构选择什么方案,要对比现实状况来详细的论证,从各类型中对比选择从而推荐出最佳方案,最重要的就是要看所运用方案能不能达到安全、合理、可行与经济。87104

    本文先介绍了星河翠庭东部边坡的工程概况，以及边坡周边环境和水文地质条件。然后结合星河翠庭的情况而且比较了一些通常的法子，适合本工程的支护方案自然很易于选择。接下来先通过计算确定最危险截面，计算其稳定性系数，并确定两种支护方案，通过计算比较确定最适合的支护方案。

毕业论文关键词：边坡；边坡稳定性分析；重力式挡土墙；锚索格构梁；抗滑桩；支护工程

Abstract  The slope according to the formation of natural slope and artificial slope; the medium is pided into soil slope, rock slope and rock soil slope; according to the steady state is pided into stable slope, slope instability and potential unstable slope。 The slope type subpision is very complex, such as soil slope in soft soil。 Hard soil, loess, expansive soil, slope fill and different types of soil formed; rock slope can be pided into soft rock, hard rock, soft rock combination, forward, reverse, tangential, intact rock, rock, rock, weathered rock slope, slope and different kinds of complex rock combination。 The slope support for unstable slope, the slope and the potentially unstable or stable coefficient can not meet the requirements。 There are many forms of the slope supporting structure of retaining wall, anti slide pile, anchor and so on, can be said to blossom。 The main use of one support Species, two, or different types of support structure of the combined use。 How to choose what kind of support structure to a multidisciplinary in view of the actual situation, from than schemes in recommending the best solution, the most important is to see the scheme to achieve the security, economic, reasonable and feasible。

Firstly, this paper introduces the galaxy Cuiting the eastern slope of the general situation of the project, and the slope of the surrounding environment and hydrogeological conditions。 And compared some common slope supporting method and combined with the District of the actual situation, choose the suitable for the engineering support scheme。 Then through calculation to determine the most dangerous section calculated stability coefficient, and to identify the two kinds of supporting schemes, through calculation and comparison to determine the most suitable supporting scheme。

Keywords: Slope stability analysis;; slope gravity retaining wall; anchor rope lattice beam; Anti-slide pile；Support Project

目 录

第一章  绪论 2

1。1选题依据与研究意义