| 关于挡土墙土压力简化计算方法的探讨 |
| |
| 引用本文： | 王炳锟,邢富强,李庆海.关于挡土墙土压力简化计算方法的探讨[J].路基工程,2011,0(6):127-129. |
| |
| 作者姓名： | 王炳锟 邢富强 李庆海 |
| |
| 作者单位： | 中铁二院工程集团有限公司, 成都 610031 |
| |
| 摘 要： | 传统的土压力理论计算繁琐、工作量大且手工计算不够精确。利用坐标判别法，将墙后土体及墙身面积分成若干个三角形，通过坐标可快速准确地计算出墙后土压力及土压力作用点位置。结合计算机编程，大量节省计算时间和工作量，提高了工作效率。
|
| 关 键 词： | 坐标判别法 土压力 作用点 挡土墙 |
| 收稿时间： | 2019-11-12 |
Discussion on Simplified Calculation Method of Retaining Wall Pressure |
| |
| Authors: | WANG Bing-kun XING Fu-qiang LI Qing-hai |
| |
| Affiliation: | (China Railway Eryuan Engineering Group Co. , Ltd. , Chengdu 610031, China) |
| |
| Abstract: | Traditional calculation theory of soil pressure is complex, heavy loaded and not accurate enough by manual calculation. The soil mass behind wall and the wall body are divided into several triangles using coordinate judgment system. Then soil pressure behind wall and the position of pressure point can be calculated rapidly and accurately using coordinates. Combined with computer programming, this method largely saved calculation time and workload and improved working efficiency. |
| |
| Keywords: | coordinate judgment system soil pressure point of action retaining wall |
| 本文献已被 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》下载全文 |
