| 论滑带土强度特征及强度参数的反算法 |
| |
| 引用本文： | 郑明新. 论滑带土强度特征及强度参数的反算法[J]. 岩土力学, 2003, 24(4): 528-532 |
| |
| 作者姓名： | 郑明新 |
| |
| 作者单位： | 1. 河海大学 岩土工程研究所，南京 210098； 2. 华东交通大学 道桥与岩土工程研究所，南昌 330013 |
| |
| 基金项目： | 教育部高等学校骨干教师资助项目。 |
| |
| 摘 要： | 通过分析滑坡不同发育阶段及不同滑带部位滑带土的强度特征，论述目前使用的滑带土强度反算法的基本原理和适用条件，进而提出了结合滑坡状态来综合确定滑带土强度的修正方法，指出它是获取滑带土强度参数的有效方法之一。
|
| 关 键 词： | 滑带土 强度参数 反算法 |
| 文章编号： | 1000-7598-(2003)04-0528-05 |
| 收稿时间： | 2002-09-05 |
| 修稿时间： | 2002-09-05 |
Research of strength characteristic of landslide slip and revised counter calculation method |
| |
| ZHENG Ming-xin. Research of strength characteristic of landslide slip and revised counter calculation method[J]. Rock and Soil Mechanics, 2003, 24(4): 528-532 |
| |
| Authors: | ZHENG Ming-xin |
| |
| Affiliation: | 1. Institute of Geotechnical Engineering of Hohai University, Nanjing 210098, China; 2. Institute of Bridge, Road and Geotechnical Engineering, East China Jiaotong University, Nanchang 330013, China |
| |
| Abstract: | A revised counter calculation method for determining parameters of strength of landslide slip soils that integrates the counter calculation method with the data of experiment is put forward. First, the different developing stage of landslide and the strength characteristic of different segment slip of landslide are analyzed and studied. Then, on the basis of analyzing the principle of counter calculation method, the suitable situation of counter calculation method is discussed. Finally, a revised calculation method of strength of landslide slip, which is an effective method for obtaining the parameters of strength, is presented. |
| |
| Keywords: | landslide slip parameters of strength revised counter calculation method |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《岩土力学》浏览原始摘要信息 |
|
点击此处可从《岩土力学》下载全文 |
