شماره ركورد كنفرانس :
4891
عنوان مقاله :
Numerical Modeling of SoilBags in Earth Structures Evaluation
Author/Authors :
Haddad Abdolhosein Civil Engineering Dept - Semnan University , Bahrehdar Mohammad Civil Engineering Dept - Semnan University
كليدواژه :
Numerical evaluation , Soilbag , Vertical loads , Tensile stress
عنوان كنفرانس :
نهمين كنگره بين المللي مهندسي عمران
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
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.