Uplift response of symmetrical circular anchor plate in sand

被引：0
|
作者：
Niroumand, H. [1 ]
Kassim, Kh A. [1 ]
Nazir, R. [1 ]
机构：
[1] Univ Technol Malaysia UTM, Fac Civil Engn, Dept Geotech Engn, Skudai 81310, Johor, Malaysia
来源：
AFRICAN JOURNAL OF AGRICULTURAL RESEARCH | 2011年 / 6卷 / 28期
关键词：
Finite element methods (FEM); PLAXIS; 2D; loose cohesion less soil; horizontal; circular; CAPACITY;
D O I：
10.5897/AJAR11.262
中图分类号：
S [农业科学];
学科分类号：
09 ;
摘要：
Experimental and numerical analysis investing the uplift response of 0.1 m diameter of circular horizontal anchor plates in cohesion less soil show that maximum uplift increase with embedment ratio in cohesion less soil. This paper investigated the response of circular horizontal anchor plate in loose cohesion less soils subjected to uplift. An agreement between uplift loads from laboratory model and finite element modeling using two dimensional PLAXIS based on 0.4 m analyzed maximum displacements for circular horizontal anchor plates to embedment ratio of 4. In the research, the hardening soil model is using in PLAXIS. The numerical analysis based on PLAXIS predicted higher uplift response in loose cohesion less soil due to experimental results but in final showed a good agreement with experimental results.
引用
收藏
页码：6057 / 6063
页数：7
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