摘要
针对内昆铁路威宁车站某段软土路基出现滑坡的现象 ,从地质勘探、设计施工等方面分析了出现滑坡的原因 ,并提出此类工程的加固措施 ,指出应严格加强勘察和设计施工的质量管理 。
According to the landslide of soft soil foundat ion in one sector of Weining Station based upon geological survey its causing re asons are analyzed. At the same time corresponding reinforcement measures are pr oposed, which emphasized that rigorous survey and quality management are the fun damental assurance for high quality work.
出处
《山西建筑》
2004年第5期120-121,共2页
Shanxi Architecture
关键词
软土路基
滑坡
加固
地质勘探
工程质量
soft soil foundation, landslide, reinforcement , survey