| 求解边坡矢量和安全系数的三维条分法 |
| |
| 引用本文： | 罗先启,袁恒.求解边坡矢量和安全系数的三维条分法[J].岩石力学与工程学报,2011,30(Z1):2865-2870. |
| |
| 作者姓名： | 罗先启 袁恒 |
| |
| 作者单位： | (1. 上海交通大学 船舶海洋与建筑工程学院，上海 200030；2. 三峡大学 地质灾害防治研究院，湖北 宜昌 443002) |
| |
| 基金项目： | “十一五”国家科技支撑计划项目(2008BAB29B03) |
| |
| 摘 要： | 将潜在滑体划分成条柱，在对各条柱间力及条柱底滑面抗滑力合理假定的基础上，对条柱及滑体进行静力平衡分析，求解出各条柱的抗滑力和作用在底滑面的法向力，运用矢量和安全系数的定义，提出一种求解边坡实际受力状态的矢量和安全系数的三维条分法。算例分析表明，对于单一平面滑面或对称滑面矢量和安全系数三维条分法与相应于条间力假定的强度折减的三维极限平衡方法计算结果一致。当边坡的滑面为一般情况时，矢量和安全系数比相应于条间力假定的强度折减法的结果都要略小。
|
| 关 键 词： | 边坡工程边坡稳定分析静力平衡矢量和安全系数 |
| 收稿时间： | 2010-03-03; |
SOLUTION OF VECTOR SUM FACTOR OF SAFETY OF SLOPE BY THREE-DIMENSIONAL METHOD OF COLUMNS |
| |
| LUO Xianqi,YUAN Heng.SOLUTION OF VECTOR SUM FACTOR OF SAFETY OF SLOPE BY THREE-DIMENSIONAL METHOD OF COLUMNS[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(Z1):2865-2870. |
| |
| Authors: | LUO Xianqi YUAN Heng |
| |
| Affiliation: | (1. School of Naval Architecture，Ocean and Civil Engineering，Shanghai Jiaotong University，Shanghai 200030，China；;
2. Institute of Geologic Disaster Prevention，China Three Gorges University，Yichang，Hubei 443002，China) |
| |
| Abstract: | Through dividing the potential sliding body into slices and introducing several reasonable assumptions to forces acting between columns,the static equilibrium analysis is conducted for the columns and the sliding body,and the anti-sliding forces between columns and the normal force acting on sliding surface are thus calculated.On the basis of the definition of the vector sum factor of safety,a three-dimensional method of columns is proposed.It is indicated through some examples that for planar sliding surfa... |
| |
| Keywords: | slope engineering analysis of slope stability static equilibrium vector sum factor of safety |
| 本文献已被 CNKI 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 |
