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international journal of civil engineering
سال:2015 - دوره:13 - شماره:3,4
accounting for soil nonlinearity in three-dimensional seismic structure-soil-structure-interaction analyses of adjacent tall buildings structures
- صفحه:213-225
assessment of near-field and far-field strong ground motion effects on soil-structure sdof system
- صفحه:153-166
effects of mean net stress and cyclic deviatoric stress on the cyclic behavior of normally consolidated unsaturated kaolin
- صفحه:175-184
liquefaction potential of reinforced silty sands
- صفحه:195-202
modeling of hydraulic fracture problem in partially saturated porous media using cohesive zone model
- صفحه:185-194
some studies on the effect of fly ash and lime on physical and mechanical properties of expansive clay
- صفحه:203-212
utilization of high liquid limit soil as subgrade materials with pack-and-cover method in road embankment construction
- صفحه:167-174
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