工程类毕业设计范本
【篇一：土木工程专业毕业设计论文范本】
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
abstract
this paper begins with basic theory of soil mechanics,considering
the besigh criteria correlative and the engineering factors .in the design,we analyze stability of the landsliode by calculating the landslide thrust.with the calculate results and the data of geology survey,we can calculate and design anti-slide piles. this paper discusses some basic principles of landslide treatment as theoretic calculate. basing on the basic principles and the calculate results, a project of the landslide treatment be provided.
key words: stability slide piles landslide treatment
1.工程区自然条件 ..................................................................................... 1
2.工程地质概况 ......................................................................................... 1
2.1地形地貌 ........................................................................................ 1
2.2地层岩性与岩土工程地质特征 ...................................................... 1
2.3地质构造 ........................................................................................ 3
2.4水文地质条件 ................................................................................ 5
2.5人类工程活动 ................................................................................ 5
3.边坡特征 ................................................................................................ 7
3.1边坡形态特征 ................................................................................ 7
3.2边坡物质组成 ................................................................................ 7
3.3边坡的水文地质条件 ..................................................................... 8
4.边坡稳定性分析 ................................................................................... 10
4.1边坡类型及安全等级 ................................................................... 10
4.2 影响边坡稳定性的因素............................................................... 10
4.3 边坡稳定性分析 ...........................................................................11
4.4 边坡破坏模式及控制条件 ........................................................... 13
4.5 边坡岩石的物理力学性质 ........................................................... 15
5.边坡稳定性计算 ................................................................................... 16
5.1按岩层层面滑动进行稳定性验算................................................. 16
5.2按岩体破裂面进行稳定性验算 .................................................... 17
5.3按裂隙面滑动进行稳定性验算 .................................................... 19
6.支护结构设计 ....................................................................................... 21
6.1设计依据 ...................................................................................... 21
6.2选择支护方案 .............................................................................. 21
6.2.1设计原则 ................................................................ 21
6.2.2设计支护方案 ......................................................... 22
6.3锚杆计算的理论基础 ................................................................... 22
6.3.1锚杆的基本原理 ..................................................... 23
6.3.2锚杆的力学作用 ..................................................... 23
6.4锚杆计算成果整理 ....................................................................... 25
7.施工组织设计 ....................................................................................... 28
7.1施工工序 ...................................................................................... 28
7.2施工监测 ...................................................................................... 29
7.2.1 监测工作的任务和目的 .......................................... 29
7.2.2 监测设计方案主要技术依据及原则 ........................ 29
7.3 监测工作设计 ............................................................................. 30
7.3.1监测工作布置 ......................................................... 30
7.3.2观测方法 ................................................................ 30
参考文献 ................................................................................................. 31
结束语 ..................................................................................................... 32
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