摘要
文章介绍了广西水任南宁公路K120+480拉显二号桥溶洞稳定性评价,以工程实例为基础,阐明了溶洞的稳定性评价采用定性与计算综合评价的方法是可行和可靠的,为类似工程提供参考。
The paper presents an assessment on the stab ility of Karst terrain in Laxian No.2 bridge at K120+480 of Hechi (Shuiren) to N anning Highway. With the engineering practice as an example,the paper concludes that it is feasible and reliable to do the stability assessment for Karst terra in by means of qualitative and quantitative method. It provides reference for si milar works.
出处
《西部交通科技》
2006年第5期112-114,117,共4页
Western China Communications Science & Technology
关键词
桥梁
溶洞
稳定性
定性与计算综合评价
溶洞顶板
Bridge,Karst,Stability,Qualitative and quantitative complex assessment,Top plate of cave