摘要
通过海湾大桥一期工程Ⅲ标段的勘察施工,论证了非活动断层对重要工程稳定性存在一定的影响,特别是对桩基影响更大,提出科学、正确地划分断层的分布以及断层内岩体的破碎情况,是科学合理设计桩基的关键。
Through exploration on Ⅲ section of the first engineering of Haiwan bridge in Qingdao city, it is said that non--moving faults will effect stability of important engineer, especially to pier foundation. It is put forward that scientific and correct division of fault distribution and fragemental condition of rock bodies are the key to design basic models scientifically and resonably.
出处
《山东国土资源》
2007年第8期5-7,共3页
Shandong Land and Resources
关键词
工程地质
断层
地震
新构造运动
破碎
桩基
海湾大桥
青岛
Engineering geology
faults
earthquake
neotectonic movement
fragemental
pier foundation Haiwan bridrge
Qingdao city
