| 高速铁路低矮路堤灰土桩复合地基的动力特性分析 |
| |
| 引用本文： | 张著芳,张瑞敏,魏厚振,苗方利.高速铁路低矮路堤灰土桩复合地基的动力特性分析[J].路基工程,2012,0(3):36-38. |
| |
| 作者姓名： | 张著芳 张瑞敏 魏厚振 苗方利 |
| |
| 作者单位： | 中铁第五勘察设计院集团有限公司，北京 102600 |
| |
| 基金项目： | 国家自然科学基金，交通部西部交通建设项目，浙江省重大科技专项 |
| |
| 摘 要： | 利用有限元软件MIDAS/GTS，分别建立了灰土桩复合地基和未经处理的黄土地基上铁路路基的三维有限元模型，用轨道不平顺法模拟列车荷载，分析计算了在不同速度列车荷载作用下不同路堤高度下地基土中动应力的分布，得出了桩土应力比的变化规律和地基瞬时变形规律。
|
| 关 键 词： | 路基工程 复合地基 低矮路堤 三维有限元 动力特性 |
| 收稿时间： | 2019-11-09 |
Analysis on Dynamic Characteristics of Lime-soil Pile Composite Foundation of Low Embankment along High-speed Railway |
| |
| Authors: | KANG Wen-sheng |
| |
| Institution: | KANG Wen-sheng (China Railway Fifth Survey and Design Institute Group Co. , Ltd. , Beijing 102600, China) |
| |
| Abstract: | Using finite element software MIDAS/GTS, the three-dimensional finite element models for railway subgrade on both lime-soil pile composite foundation and untreated loess foundation are established respectively. Through simulating train load through the use of track irregularities, dynamic stress distribution in foundation soil thatg in different embankment heights and under the action of train load at different velocities is analyzed and calculated, and then the change law of pile-soil stress and instantaneous deformation law of foundation are obtained. |
| |
| Keywords: | subgrade engineering composite foundation low embankment three-dimensional finiteelement dynamic characteristics |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《路基工程》浏览原始摘要信息 |
| 点击此处可从《路基工程》下载免费的PDF全文 |
