| 崩滑体稳定性计算及防治方法研究 |
| |
| 引用本文： | 池秀文,秦莹,夏元友. 崩滑体稳定性计算及防治方法研究[J]. 岩石力学与工程学报, 2005, 24(6): 975-979 |
| |
| 作者姓名： | 池秀文 秦莹 夏元友 |
| |
| 作者单位： | 1. 武汉理工大学,资源与环境工程学院,湖北,武汉,430070
2. 武汉理工大学,土木工程与建筑学院,湖北,武汉,430070 |
| |
| 摘 要： | 根据崩滑体基本特征和工程地质条件,在考虑各种不同荷载情况下,运用剩余推力法对崩滑体稳定性进行计算和评价,提出了以抗滑桩为主的支挡结构。同时,采用合理的滑坡推力和土体抗力分布形式,考虑传递系数对抗滑桩位置的影响,以此确定合理的设桩点,并结合辅助措施,保证崩滑体的稳定,提高治理效果。
|
| 关 键 词： | 岩石力学 崩滑体 稳定性 抗滑桩 |
| 文章编号： | 1000-6915(2005)06-0975-05 |
| 收稿时间： | 2003-09-15 |
| 修稿时间： | 2004-03-27 |
STUDY OF STABILITY CALCULATION AND HARNESS ENGINEERING ON LANDSLIDE |
| |
| CHI Xiu-wen,QIN Ying,XIA Yuan-you. STUDY OF STABILITY CALCULATION AND HARNESS ENGINEERING ON LANDSLIDE[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(6): 975-979 |
| |
| Authors: | CHI Xiu-wen QIN Ying XIA Yuan-you |
| |
| Affiliation: | CHI Xiu-wen1,QIN Ying1,XIA Yuan-you2 |
| |
| Abstract: | According to the characteristics,material structure features,and the geological natures of the landslide, the calculation and evaluation for the stability of the landslide are performed with the consideration of three kinds of loading situations and residual thrust method. The main support structure and the appropriate distribution of the landslide-thrust and the resistance of soil are adopted. With the effects of transmitting coefficient,the proper positions of anti-slide pile are ascertained and other comprehensive administration schemes of measures are adopted to guarantee the stability of landslide and to improve the result of engineering measures. |
| |
| Keywords: | rock mechanics landslide stability anti-slide pile |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩石力学与工程学报》浏览原始摘要信息 |
|
点击此处可从《岩石力学与工程学报》下载全文 |
|
