摘要
根据现场地质条件及施工条件，通过对土钉支护在某宾馆综合楼基坑支护施工中的作用，探讨了土钉支护方案的设计、实施，并根据边坡稳定分析的条分法对土体进行受力分析，计算并确定上体最危险滑动面，通过对土钉支护方案的计算、分析、论证以及实施。
Based on in-situ geological condition, construction condition and an example of soil nailed support in a comprehensive service building, the design and performance of soil nailed support scheme are discussed. Soil mechanical analysis is carried out with soil strip methoed, and the most dangerous slip surface is determined. The advantage of soil nailed support is revealed by practice.
出处
《石家庄铁道大学学报（自然科学版）》
1999年第S1期60-62,共3页
Journal of Shijiazhuang Tiedao University(Natural Science Edition)
关键词
边坡支护
土钉
稳定性
side slope support soil nail stability
