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international journal of civil engineering
سال:2021 - دوره:19 - شماره:5
a micromechanical model for simulation of rock failure under high strain rate loading
- صفحه:501-515
effect of silt content on liquefaction susceptibility of fine saturated river bed sands
- صفحه:549-561
evaluation of using different nanomaterials to stabilize the collapsible loessial soil
- صفحه:583-594
large scale direct shear experiments to study monotonic and cyclic behavior of sand treated by polyethylene terephthalate strips
- صفحه:533-548
mitigation of dust emissions of silty sand induced by wind erosion using natural soybean biomaterial
- صفحه:595-606
model testing on the effects of section geometry and stiffness on the cyclic lateral behavior of piles in loose sand
- صفحه:563-581
numerical analysis of piled raft foundations designed for settlement control on steel grain silos in collapsible soils
- صفحه:607-622
study on triaxial creep test and constitutive model of compacted red clay
- صفحه:517-531
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