江西建材Issue(11)：210-212,216,4.
高压旋喷注浆加固深层软土数值仿真研究
Study on Numerical Simulation of High Pressure Jet Grouting Reinforce Deep Soft Soil
摘要
Abstract
Different from the traditional grouting of high-pressure rotary jet grouting method,its construction technology,construction equip-ment,the cementing body forming mechanism is more complicated than the traditional grouting,expanding the way of deep soft foundation rein-forcement effect mechanism of the research is particularly important.This article applied finite element software MSC.Marc of rotary jet grou-ting process to simulate the effect of the pile group of composite foundation and analyze bearing mechanism.It studies on three aspects of jet grouting pile and the relationship between the surface subsidence about the material parameters of soil,pile top cover soil thickness and the number of piles.Results show that the farther the distance from the center of a rotary spray pile surface subsidence is smaller;maximum sur-face subsidence fall off with increasing pile head covering thickness;the smaller the thickness of overburden soil,the surface subsidence range is smaller;surface subsidence reducing trend vary by soil materials;with increasing jet grouting pile numbers will raise surface subsidence.关键词
高压旋喷注浆/土体材料/覆土厚度/旋喷桩数Key words
High pressure jet grouting/Soil material/Thickness of covering soil/Rotary spray pile number分类
建筑与水利引用本文复制引用
李懿,刘子竹,邓先琪..高压旋喷注浆加固深层软土数值仿真研究[J].江西建材,2024,(11):210-212,216,4.基金项目
广州铁路职业技术学院新引进人才科研启动项目《珠海深厚软土场地基坑支护稳定性及工程桩偏斜影响因素研究》(项目编号:GTXYR2416) （项目编号:GTXYR2416）
广州铁路职业技术学院新引进人才科研启动项目《基于深度学习的铁路桥梁结构等几何拓扑优化设计方法研究》(项目编号:GTXYR2305). （项目编号:GTXYR2305）
