【摘要】 本文一共分为两个部分：第一部分，是我对西南师范大学长沟果园食堂边坡支护工程的施工设计，在这里面我主要介绍了该边坡工程的施工方法，其主要的核心是以抗滑桩作为挡土墙对该边坡进行支护，采用人工挖孔的办法成孔，即而成桩。这种方法也是现在很多小型工程常用的方法，既经济，又环保。另外，在这部分中，我对几个施工中的重点特别做了比较详细的说明，如：钢筋工程，混凝土工程，挖孔桩工程等等； 第二部分，是专题研究部分，在这里面我对西南师范大学长沟果园食堂边坡支护工程中的挡土墙的稳定性作了定性，定量分析。主要从四个方面验证其稳定性，通过大量数据，详细的计算，证明了该边坡支护工程中的挡土墙是稳定的，可靠的。进而我还重点探讨了在挡土墙设计中怎样控制其抗滑稳定性系数，抗倾覆稳定性系数以嵌岩深度等。并计算出了本工程中2#和30#抗滑桩的嵌岩深度极限值。
关键词：边坡支护工程 挡土墙 抗滑桩 稳定性 稳定性系数
SOUTHWESTEM NORMAL UNIVERSITY SLOPE PROP UP PROJECT OF PARTIAI TOING BY THE DINING ROOM DETAILAESIGN AND STABILITY VERIFICATION Of THERETAINING WALL
Abstract ： This text is divided into two parts altogether: First part ,Between I and Southwestern Normal University Changgou orchard slope is it protect detail design of project to prop up by the dining room, slope construction method of project in I main introduction deserve inside, main core its with is it slip as retaining wall to deserve to resist slope is it is it protect to support to carry on, adopt artificial method to dig hole become hole , become. The method now a lot of small- scale project commonly used method too, economic, and environmental protection. In this part in addition, I have especially done more detailed explanation to several focal points while constructing, for instance: Reinforcing bar project, concrete project, dig a project of hole ,etc.; Second part ,Case study part, in to slope is it protect I stability of retaining wall of project make and determine the nature to prop up by the So无忧论文 【http://www.uklunwen.com】uthwestern Normal University Changgou orchard dining room inside, quantitative analysis. Prove stability their from four respect mainly, pass a large amount of data, detailed calculation, is it deserve to prove slope is it protect retaining wall of project steady , the reliable one to prop up. And then I return focal point discuss in block how soil control their resist slippery stability coefficient in the design of wall, is it topple stability coefficient with inlay rock depth wait for to resist. Calculate out project this 2 and 30 is it slip to inlay rock depth extreme to resist
Keywords: Slope prop up project of partial toing Retaining wall Resist and slip one Stability Stability coefficient
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