Analysis and research on rock-soil engineering problems related to piled mountain in Wenyuhe Park
In recent years,urban mountain landscaping projects have emerged continuously,but due to the large loading area,large filling volume,and fast filling speed of mountain mounds,the settlement deformation caused by mountain mounds is often severe and the settlement stability time is long,especially in soft soil and fill areas,which have caused many geotechnical engineering problems.The key focus of piled mountain and geotechnical engineering issues is mainly on the process of filling and loading,as well as the stability,settlement,deformation,and engineering impact on safety in the later stage.This article conducts a slope stability analysis of the piled mountain project in Wenyuhe Park,uses three-di-mensional numerical finite difference technology to dynamically simulate the loading process,comprehensively analyzes the deformation and change trend of the embankment soil,explores the possible impact of the piled mountain project on sur-rounding facilities and the safety of the Wenyuhe River bank,providing technical support for foundation treatment,filling design,and construction,which has reference significance for similar projects.
NETL
NSTL
万方数据
