چکیده مقاله
Using soil reinforcement technology by utilizing geosynthetic products has been considered worldwide due to its durability, stability, performance & simplicity in construction of costal & earth structures Reinforced structures with soilbags have lots of technical & economical advantages to those similar concrete & stone structures In this Paper at first a literature review of soilbag technology, its advantages & disadvantages specially for protection of coast structures has been presented Then numerical studies on mechanical behavior of individual soilbags under vertical loads has been performed with a well known FEM computer program ABAQUS Finally analytical & experimental results have been compared The results show that increasing the amount of vertical displacement of soilbags under vertical loads, cause a nonlinear increase of stress between bag‟s membrane & soil grains
کلیدواژهها
نویسندگان
Abdolhosein Haddad
Assistant Professor of Civil Engineering Dept, Semnan University,Semnan
Mohammad Bahrehdar
Graduate student of Civil Engineering Dept, Semnan University,Semnan
شیوه ارجاع
Haddad, Abdolhosein and Bahrehdar, Mohammad,1391,Evaluation Numerical Modeling of SoilBags in Earth Structures,9th International Congress on Civil Engineering,Isfahan
ارائهشده در
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