| 黄陵至延安高速公路k295+750-k296+050段滑坡稳定性分析与治理 |
| |
| 引用本文： | 张健,孙巧银,卢全中,王勇.黄陵至延安高速公路k295+750-k296+050段滑坡稳定性分析与治理[J].地球与环境,2005,33(Z1):468-472. |
| |
| 作者姓名： | 张健 孙巧银 卢全中 王勇 |
| |
| 作者单位： | 1. 长安大学地质工程与测绘工程学院,西安,710054
2. 西安地质矿产研究所,西安,710054 |
| |
| 摘 要： | 在介绍黄陵至延安高速公路k295+750～k296+050滑坡工程地质情况的基础上,对滑坡的成因和机制进行了分析,并且进行了稳定性计算与评价。最后结合工程实际特点提出了以路肩挡墙作为支挡工程,并辅以刷方减重和地表排水相结合的合理处治方案。
|
| 关 键 词： | 滑坡 成因机制 稳定性分析 处治方案 |
| 文章编号： | 1672-9250(2005)增-0468-05 |
| 修稿时间： | 2005年4月30日 |
THE STABILITY ANALYSIS AND TREATMENT ENGINEERING LANDSLIDE ON SECTION K295 +750 ～K296 +050 OF HUANG LING-YAN'AN HIGHWAY |
| |
| ZHANG Jian,SUN Qiao-yin,LU Quan-zhong,WANG Yong.THE STABILITY ANALYSIS AND TREATMENT ENGINEERING LANDSLIDE ON SECTION K295 +750 ～K296 +050 OF HUANG LING-YAN''AN HIGHWAY[J].Earth and Environment,2005,33(Z1):468-472. |
| |
| Authors: | ZHANG Jian SUN Qiao-yin LU Quan-zhong WANG Yong |
| |
| Abstract: | Based on the geological conditions of engineering landslide on section k295+750～k296+050 of Huang Ling-Yan an Highway , the cause and mechanism of landslide is analyzed. This paper calculates and assesses stability of the landslide. According to practical feature of the landslide, the rational treatment scheme is proposed at last. The treatment scheme mainly include combined measures of wall of railway's road shoulder, cut work to lose weight and drainage way. |
| |
| Keywords: | landslide genesis mechanism stability analysis treatment scheme |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
