摘要
利用经验坡角法和应力分析法,初步确定宜万铁路姚家湾大桥桥基位置。再根据不同桥位下边坡稳定性分析,选择出较为合适的桥基位置,利用岩体强度分析对该桥位进行验证,最终确定宜万线姚家湾大桥桥基水平距离为19m。
The preliminary position of bridge foundation of Yaojiawan bridge in Yichang-Wanzhou railway is determined by the method of empirical equation and stress analysis.According to the stability analysis of the fault at different bridge foundation positions,a rational bridge foundation position is selected.The bridge foundation position is verified by the strength analysis of the rock mass of slope,and the bridge foundation position is determined as 19m in horizontal distance.
出处
《西华大学学报(自然科学版)》
CAS
2006年第5期86-87,92,共3页
Journal of Xihua University:Natural Science Edition
关键词
桥基
岩体边坡
稳定性
应力
岩体强度
bridge foundation
rock slope
stability
stress
rock mass strength