论文部分内容阅读
文章介绍了非预应力喷锚网联合支护技术,在郑州信息大厦深基坑支护结构中的设计计算方法、施工技术措施及监测结果。
This paper introduces the design and calculation methods, construction technology measures and monitoring results of the deep foundation pit support structure of the Information Building in Zhengzhou.