摘要
针对深圳市梧桐山地区某住宅区一34 m高的深厚人工填土高边坡,通过对其形成历史及地质环境条件分析,采用了抗滑桩为主的分段加固治理设计方案。根据给出的监测和后期使用检验资料,证明了本文所采用的设计方案安全合理。
This paper demonstrates a 34 m deep artificial filling high slope of a residential in Wu Tongshan district in Shenzhen. Through the analysis of the formation of its historical and geological environmental conditions, this paper adopts the design proposal of anti-slide pile-based and sub-reinforcement. According to the given test data of monitoring and the latter using, it is proved that the design proposal used in this paper is reasonable and security.
出处
《地质灾害与环境保护》
2009年第1期107-112,共6页
Journal of Geological Hazards and Environment Preservation
关键词
人工填土
高边坡
支护
artificial fill
high slope
support
