摘要
以福州市内河引水工程屏西暗涵基槽边坡的加固支护为例, 采用工程类比法原理与理论计算分析相结合的原则, 对基槽边坡的土钉墙支护体系进行设计、计算分析和验证,
The practice of supporting strip foundation pit slope of Pinxi section in Fuzhou Inland-RiverWater Drawing Project is taken as an example.According to the principle of combining engineering comparison methods with theoretical calculations,the engineering geological and environmental conditionsin site are analyzed,and the soil nailing wall support is designed and checked.The monitoring is carried out during the construction.The results indicate that this technique is effective and economical in slope stabilization on strip foundation trench.
出处
《福州大学学报（自然科学版）》
CAS
CSCD
1999年第6期111-115,共5页
Journal of Fuzhou University(Natural Science Edition)
关键词
土钉墙技术
基槽
边坡
暗涵
支护
引水工程
soil nailing wall support technique
strip foundation trench
slope
safety fac-tor
monitoring
