水泥搅拌桩加固堤防工程的设计及优化分析

Design and Optimization Analysis of Cement Mixing Pile Reinforcement Embankment Project

介绍了水泥搅拌桩加固堤防工程的设计方案,分析了加固深度、水泥搅拌桩的排数以及桩间距对加固效果的影响,并提出强化水泥搅拌桩加固堤防工程质量的策略。结果表明:水泥搅拌桩加固深度为18 m,排数设置为6排,桩间距为1.4 m时,可以使加固堤防工程的沉降位移与水平位移得到有效控制,实现水泥搅拌桩加固堤防工程的优化目标。

This paper introduces the design scheme of cement mixing pile strengthening dike engineering,analyzes the influence of reinforcement depth,row number of cement mixing pile and pile spacing on reinforcement effect,and puts forward the strategy of strengthening cement mixing pile strengthening dike engineering quality.The results show that when the reinforcement depth of cement mixing pile is 18 m,the number of rows is set to 6 rows,and the pile spacing is 1.4m,the sttement displacement and horizontal displacement of the reinforced dike project can be effectively controlled,and the optimization goal of the reinforced dike project can be realized.