摘要
深基坑开挖对周围地下管线影响规律的研究 ,是基坑环境工程中的重要课题。本文在Singhal研究的基础上 ,充分考虑基坑围护结构、土体和地下管线变形耦合作用 ,运用三维有限元法 ,求解了受基坑开挖导致的柔性地下管线位移和内力 ,为基坑环境工程研究提供了一定理论依据和实践指导作用。
The response of the jointed ductile pipeline to the deep excavation in soft soil is studied in the paper.The effects of the deep excavation on a underground pipeline in soft soil are an important project in environmental engineering.A 3-D finite element method is used in the study.The displacements and internal forces of the jointed ductile pipeline are obtained based on the Singhals study.It is induced by deep excavation.Such as the coupled action of the retaining structure,soils,and pipeline are taken into consideration.Some useful conclusions are obtained through the study
出处
《土木工程学报》
EI
CSCD
北大核心
2003年第2期77-80,共4页
China Civil Engineering Journal
基金
国家自然科学基金重点资助项目 (597381 60 )
关键词
软土地基
深基坑工程
柔性接口
地下管线
soft soil,deep excavation,ductile joint,underground pipelines,displacements,internal forces