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international journal of civil engineering
سال:2016 - دوره:14 - شماره:4
Effect of particle shape on dilative behavior and stress path characteristics of chamkhaleh sand in undrained triaxial tests
- صفحه:197-208
Effects of discrete short polypropylene fibers on behavior of artificially cemented kaolinite
- صفحه:253-262
Experimental and numerical study of pile-stabilized slopes under surface load conditions
- صفحه:221-232
Seismic effects of two-dimensional subsurface cavity on the ground motion by BEM: Amplification patterns and engineering applications
- صفحه:233-251
Simulation of unenhanced electrokinetic process for lead removal from kaolinite clay
- صفحه:263-270
Undrained cyclic and monotonic behavior of hormuz calcareous sand using hollow cylinder simple shear tests
- صفحه:209-219
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