| 闽南山区高速公路场地地震边(滑)坡稳定性评价 |
| |
| 引用本文： | 黄莉菁,王洪涛.闽南山区高速公路场地地震边(滑)坡稳定性评价[J].华南地震,1999,19(4):58-65. |
| |
| 作者姓名： | 黄莉菁 王洪涛 |
| |
| 作者单位： | 福建省地震局,福建,福州,350003 |
| |
| 摘 要： | 通过实际调查，从地震活动，构造，工程地质特征和地震事件与边坡效应入手，研究了闽南山区高速公路场地滑坡的潜在背景条件；并引入同时考虑地震力Ｅ和重力Ｗ共同作用下，岩石结构面组合稳定性图解分析方法，说明在存在不良结构面及地下水作用下，将导致边坡失稳，造成滑坡破坏。
|
| 关 键 词： | 滑波 塌崩 边坡稳定性 工程地质 福建地区 |
| 文章编号： | 1001-8662(1999)04-0058-08 |
| 修稿时间： | 1999－08－18 |
Stability evaluation for seismic slope effect on expressway site in south Fujian |
| |
| HUANG li-jing,WANG Hong-tao.Stability evaluation for seismic slope effect on expressway site in south Fujian[J].South China Journal of Seismology,1999,19(4):58-65. |
| |
| Authors: | HUANG li-jing WANG Hong-tao |
| |
| Abstract: | By investigating for the seismicity,the geologic structure, the features of engineering geology and the slope effect, the latent conditions of the landslide occurred in the mountainous region of south Fujian are studied.By considering the effects of earthquake force E and gravity W at the same time, a graphic analysis method of rock structure plane composed stability is introduced.The results show that when there is bad structure planes and the action of the groundwater,the landslide will be instable and result in a destruction. |
| |
| Keywords: | Landslide Breakdown Slope stability Engineering geology Fujian area |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
