摘要
结合公路隧道衬砌厚度不足的典型结构缺陷和煤系地层地质结构松散和泥岩互层差异性风化易富水的特殊地质条件,通过工程实例从隧道结构安全性分析方法、结构安全评定办法两个方面阐述了煤系地层下公路隧道在衬砌结构厚度不足和围岩富水软化条件下结构安全性评估办法,并通过计算结论与工程实际对比,证明了文中所述结构安全性评估方法的工程实用性。
Combining the typical structural defects of the insufficient thickness of the highway tunnel lining with the special geological conditions of the loose geological structure of coal measure strata and water-rich caused by the differential weathering of mudstone interlayer,based on actual engineering,in terms of the tunnel structure safety analysis method and the structure safety evaluation method,this paper expounded on a structure safety evaluation method for highway tunnels in coal measure strata under conditions of the insufficient thickness of lining structure and water-rich softening of surrounding rocks.Comparing the calculation results to practical engineering,the engineering practicability of the safety evaluation method mentioned in this paper was verified.
作者
杨文江
赵文霞
段明月
YANG Wenjiang;ZHAO Wenxia;DUAN Mingyue(Shanxi Jiaoke Highway Survey&Design Institute Co.,Ltd.,Taiyuan,Shanxi 030032,China;Shanxi Transportation Survey&Design Institute Co.,Ltd.,Taiyuan,Shanxi 030032,China)
出处
《山西交通科技》
2023年第4期96-101,共6页
Shanxi Science & Technology of Transportation
关键词
煤系地层
公路隧道
衬砌
结构缺陷
安全性评估
方法
coal measure strata
highway tunnel
lining
structural defect
safety evaluation
method