摘要
以某地铁地基工程为例,通过自平衡静载试验现场检测与室内试验相结合的方法,综合分析了复杂地质条件下岩石承载力的取值问题,为复杂地质条件下嵌岩桩承载力计算方法提供参考。
By subway foundation engineering certain instances, through self-balancing static load test on-site inspection and laboratory tests com- bining a comprehensive analysis of the bearing capacity of the rock under complicated geological conditions values. Under complicated geological conditions of rock-socketed pile capacity calculation method provides a reference.
出处
《山西建筑》
2015年第1期69-70,共2页
Shanxi Architecture
关键词
复杂地质
嵌岩桩
地基承载力
自平衡
complex geology
rock-socketed piles
foundation bearing capacity
self-balancing