摘要
襄十高速公路K427＋500～K428＋250处段遭遇韩家垭滑坡,其对公路建设和运营造成较大影响。本文阐述了韩家垭滑坡的基本工程地质特征，分析了滑坡成因机制,并就滑坡对公路工程的影响分段进行了定性评价。
The K427＋500-K428＋250 section of the Xiangfan-Shiyan highway encountered the Hanjiaya landslide, which caused great effects on the highway construction and operation. The basic engineering geology of this landslide is described in this paper, and the formation mechanism is also analyzed. At last, the qualitative appraisal is conducted on the slide＇s influence on the highway construction.
出处
《地质灾害与环境保护》
2006年第4期33-38,共6页
Journal of Geological Hazards and Environment Preservation
关键词
韩家垭滑坡
地质特征
成因分析
定性评价
the Hanjiaya landslide
geologic characteristics
formation analysis
qualitative appraisal
