The Finite Element Analysis and Experimental Study of Fly Ash Embankment Reinforcement

被引:0
作者
Wang, Humei [2 ]
Wang, Yang [1 ,3 ]
Huang, Lin [4 ]
机构
[1] Beijing Jiaotong Univ, Sch Mech Elect & Control Engn, Beijing 100044, Peoples R China
[2] Tianjin Railway Tech & Vocat Coll, Tianjin 300240, Peoples R China
[3] Shijiazhuang Tiedao Univ, Sch Civil Engn, Hebei 050043, Peoples R China
[4] Grad Sch Shijiazhuang Tiedao Univ, Hebei 050043, Peoples R China
来源
APPLIED MECHANICS AND CIVIL ENGINEERING II | 2012年 / 188卷
基金
中国国家自然科学基金;
关键词
Model Experiment; Embankment; Geogrid; Fly Ash;
D O I
10.4028/www.scientific.net/AMM.188.193
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents the effect of two-directional reinforced with geogrid on the performance of embankment, and carries out model experiment and numerical simulation on fly ash embankment. Finally, the curve of relationship among the embankment deformation, the amount of reinforcement and reinforced position was obtained. In addition, the optimum geogrids-reinforced project was also disscussed. The disscussion has some positive effect on the design of reinforced embankment of fly ash.
引用
收藏
页码:193 / +
页数:2
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