The Prediction Model of Foundation Settlement in Linear Loading Condition

被引:1
|
作者
Yang, Hongxia [1 ]
机构
[1] Shandong Jiaotong Univ, Sch Civil Engn, Jinan 250023, Shandong, Peoples R China
来源
关键词
Linear loading; Foundation; Settlement; Prediction model;
D O I
10.4028/www.scientific.net/AMM.256-259.477
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Based on observation data about foundation settlement of Ji-He expressway in Shandong province,according to the theory of soil mechanics,deduced the prediction model of foundation settlement in linear loading condition.Verified its reliability combined with engineering example.Analyzed the influence factors of key parameters and the causes of errors in the model.The model can be used to estimate the foundation settlement and the process of settlement in the later period and after construction, control embankment filling and pavement construction progress. Providing the basis for evaluating the quality of highway construction and formulate the maintenance measures after construction.
引用
收藏
页码:477 / 480
页数:4
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