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本文以石家庄邮电专科学校实验大楼深基坑支护为例 ,介绍了在该深基坑中采用护坡桩、土钉、小护砂桩的综合支护技术 ,旨在说明各种支护措施的采用需根据实际的地质条件与具体工程情况来确定。
This paper takes the deep foundation pit support of the experimental building of Shijiazhuang University of Posts and Telecommunications as an example to introduce the comprehensive support technology using slope protection piles, soil nails, and small sand retaining piles in the deep foundation pit to explain various support measures. The adoption needs to be determined based on the actual geological conditions and the specific project conditions.