|
位置：首页 >> 期刊文章
|
|
摘要：
|
|
落拉河大桥为贵州省关岭至兴仁公路上的重要桥梁之一 ,拟建桥长 30 4 .5 m,主跨 16 6 .5 m ,其结构型式为不对称连续刚构方案。文章通过桥位区工程地质条件的分析 ,对桥位区两岸斜坡稳定性及桥位地基稳定性进行了分析评价 ,并提出了防治措施
|
|
The super great Bridge over the Luola River is one of the important bridges for Guanling Xingren Highwayf.The bridge has a proposed length of 304 5m with the main span of 166 5m of non symmetrical continuous rigid construction. Based on the analysis of the geological conditions in the proposed site for the bridge,the paper presents an analysis and evaluation of the slope stability at both banks and ground stability of the piers in the bridge area, and protective measures are also proposed.
|
|
基金项目：
|
|
|
|
作者简介：
|
|
|
|
参考文献：
|
|
|
|
服务与反馈：
|
|
【文章下载】【加入收藏】
|
|
|
|
|