精品文档---下载后可任意编辑毕业设计（论文）中文题目： 某软土地区铁路线路路基设计学 院：北京交通大学专 业：土木工程姓 名：学 号：指导老师：2017 年 11 月 5 日远程与继续教育学院摘要本设计的主要内容是根据软土地基的工程特点，结合客运专线路基设计法律规范针对铁路客运专线软土地基上路堤的设计与施工。首先，提出了两种软土地基加固方案，CFG 桩和袋装砂井，采纳条分法和分层总和法对路基分别进行稳定性检算和沉降计算, 并对它们进行经济技术比较，最后提出减少工后沉降的措施。其次，对路堤边坡进行了稳定检算，设计了路基的填筑方案，提出了保证路基基床压实度的措施。最后提出了路基变形监测方案。设计成果满足相关客运专线的法律规范要求,设计方案和施工方法是比较合理的。关键词：客运专线；软土地基；稳定检算；工后沉降；变形监测AbstratThe main elements of this design is based on the engineering characteristics of soft soil, combined with subgrade design specifications for railway passenger dedicated soft design and construction of embankment. First, we propose two soft soil reinforcement, CFG pile and Sand Wick, stratified by slice summation method and the stability of the roadbed were checking calculation and settlement, and their technical and economic comparison, the final proposed measures to reduce the settlement after. Secondly, on the embankment slope was stable and calculation of the design of the embankment filling program, proposed to ensure measures of degree of compaction of subgrade bed. Finally, the roadbed deformation monitoring program. Design results to meet regulatory requirements related to passenger line, design and construction is reasonable.Keywords:passenger dedicated line ；soft soil foundation ；stability calculation ；post-construction settlement ；deformationmonitoring目录第 1 章绪论 ERROR: REFERENCE SOURCE NOT FOUND1.1 软土的定义、特点与工程特性 31.1.1 软土的定义及特点 31.1.2 软土的工程特征：31.2 国内外客运专线路基工程处理...
