基于管理因素的堤防工程工后不均匀沉降分析  

Analysis of post construction uneven settlement of embankment engineering based on management factors

作　　者：徐冯君[1] 

机构地区：[1]浙江同济科技职业学院,浙江萧山311215

出　　处：《中国建材科技》2021年第2期127-128,共2页China Building Materials Science & Technology

基　　金：浙江省水利厅科技项目(RC1955)。

摘　　要：软土地基上堤防工程的工后沉降预测和控制不仅受理论计算方法的制约,在某些情况下,工程全周期管理更是主要影响因素。本文结合多个海堤工程的原位观测数据与理论计算,充分考虑实际的施工条件,对堤防工程全线的工后沉降进行分析。the prediction and control of post construction settlement of embankment engineering on soft soil foundation is not only restricted by theoretical calculation method, but also affected by whole period management in some cases. In this paper, combined with the in-situ observation data and theoretical calculation of several seawall projects, fully considering the actual construction conditions, the post construction settlement of the whole dike project is analyzed.

关 键 词：软土 堤防工程 工后沉降 

分 类 号：TV871[水利工程—水利水电工程]