scientia iranica سال:2018 - دوره:25

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scientia iranica
سال:2018 - دوره:25 - شماره:5-A

analytical approach to evaluate stability of pile-stabilized slope - صفحه:2525-2536 earthquake ground-motion duration estimation using general regression neural network - صفحه:2425-2439 field study of flow resistance in step-pool streams (case study of dizin river) - صفحه:2537-2549 geometrical nonlinear analysis by plane quadrilateral element - صفحه:2488-2500 influence of random inclusion of treated sisal fibres on the unconfined compressive strength of highly compressible clay - صفحه:2517-2524 investigation into stiffness degradation progress in glass/vinylester laminated beams under large deformations - صفحه:2389-2403 loading frequency effect on dynamic properties of mixed sandy soils - صفحه:2461-2479 numerical modelling of flow field in compound channels with non-prismatic floodplains - صفحه:2413-2424 optimal domain decomposition using the global sensitivity analysis-based metaheuristic algorithm - صفحه:2480-2487 performance of alkali activated slag concrete under aggressive environment - صفحه:2451-2460 physical, mechanical, and durability properties of ternary blend concrete - صفحه:2440-2450 response of buried oil and gas pipelines subjected to reverse faulting: a novel centrifuge-finite element approach - صفحه:2501-2516 the effect of fixed-tip piles on stabilization of earth slopes - صفحه:2550-2560 water reducing agent effects on the engineering performance of cement stabilized aggregates - صفحه:2404-2412