摘要
西南某大型引水工程地处我国青藏高原南缘,输水总干渠长达660 km,跨越3个一级大地构造单元,地质构造背景与地震地质条件复杂。为论证工程的可行性,结合工程可行性研究阶段成果,对线路区穿越活动性断裂建筑物的抗震与抗剪断问题、隧洞涌水突泥与地下水环境影响问题、深埋隧洞关键地质问题、软岩等特殊岩土工程地质问题等进行了初步研究。结果表明,这些关键地质问题在部分线路段较为突出,但均可通过工程措施予以解决。对后续深化研究工作提出了相关建议。
A large - scale water diversion project located in south edge of Qinghai - Tibet plateau is 660 km long, which stret- ches over three geotectonic units of first - level, so its tectonic setting and earthquake condition are complex. In combination with the stage results in feasibility study, we carry out several preliminary studies on the following issues: anti - seismic and anti - shear problems of buildings in the areas of route passing across active faults, water inrush of tunnel and underground water envi- ronment problem, geological problems of deep buried tunnels, engineering problems of soft rock and other special geo - mechan- ics. The analysis results demonstrate that the above mentioned problems are prominent in local sections and could be solved by engineering measures. We put forward suggestions for further study.
出处
《人民长江》
北大核心
2015年第14期16-18,44,共4页
Yangtze River
关键词
输水线路
深埋隧洞
软岩大变形
特殊岩土
water diversion route
deep buried tunnel
large deformation of soft rock
special soil