首页|白秧坪隧道工程地质条件分析与评价

白秧坪隧道工程地质条件分析与评价

扫码查看
通过对白秧坪隧道隧址区地形地貌、地层岩性、地质构造、水文地质等进行地质调查,分析评价了隧道的岩土体工程地质特征、围岩分级及洞口稳定性,指出该隧道存在隐伏岩溶的可能性大,开挖揭露的溶洞易产生涌水、突泥和冒顶等危害,隧道开挖易诱发洞口垮塌,建议做好超前地质预报,设计应做好对各种岩溶灾害的工作预案,隧道洞口处施工时需采取超前支护,以利于成洞及仰坡稳定.
Analysis and Evaluation of Geological Conditions of Bai-yangping Tunnel Engineering
Through geological investigation of the terrain,litholo-gy,geological structure,and hydrogeology of the Baiyangping Tun-nel site area,the engineering geological characteristics of the rock and soil,surrounding rock classification,and stability of the tunnel entrance were analyzed and evaluated.It was pointed out that there is a high possibility of hidden karst in the tunnel,and the karst caves exposed by excavation are prone to hazards such as water in-rush,mud inrush,and roof collapse.Tunnel excavation is prone to induce collapse of the entrance.Therefore,it is recommended to do a good job in advance geological forecasting,prepare work plans for various karst disasters,and adopt advanced support dur-ing construction at the tunnel entrance to facilitate tunnel forma-tion and slope stability.

tunnelengineering geologysurrounding rock classifi-cationhole stability

吴景龙

展开 >

中国建筑材料工业地质勘查中心陕西总队,陕西西安 710003

隧道 工程地质 围岩分级 洞口稳定性

2024

西部探矿工程
新疆维吾尔自治区地质矿产研究所

西部探矿工程

影响因子:0.313
ISSN:1004-5716
年,卷(期):2024.36(8)
  • 3