坝陵河大桥边坡稳定性工程地质评价  

The engineering geology evaluation of Baling river big Bridge side and slope stability

作　　者：许崇华 樊敬亮[2] 翟永勇[2] 

机构地区：[1]南京勘察工程有限公司 [2]江苏华东建设集团有限公司

出　　处：《山西建筑》2009年第11期98-100,共3页Shanxi Architecture

摘　　要：通过论述坝陵河大桥的地形地貌、地质构造、水文地质特征、地震烈度及岩溶发育情况,对边坡稳定性进行了较为详细的评价,结果表明自然边坡是稳定的,具备建桥条件。Pass to discuss the Baling river big Bridge geography, the geology structure, the hydrology geology characteristic, the earthquake intensity and rocks dissolve to develop the condition, carrying on to compare to the side and slope stability to evaluate detailedly, as a result express that natural side and slope is stable, having the bridge condition of setting up.

关 键 词：桥址区 边坡稳定性 工程地质评价 

分 类 号：TU195[建筑科学—建筑理论]