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international journal of civil engineering
سال:2014 - دوره:12 - شماره:2
A simplified pseudo-static seismic analysis of reinforced soil walls with uniform surcharge
- صفحه:97-109
Antiplane seismic response from semi-sine shaped valley above embedded truncated circular cavity: a time-domain half-plane BEM
- صفحه:160-173
Effect of fly ash and different lengths of polypropylene fibers content on the soft soils
- صفحه:134-145
On the quality of driven piles construction based on risk analysis
- صفحه:88-96
Pore structures and mechanical properties of microbe-inspired cementing sand columns
- صفحه:174-179
Reliability measures for consolidation settlement by means of CPT data
- صفحه:180-185
Simplified method for settlement prediction of single pile and pile group using a hyperbolic model
- صفحه:146-159
Two-dimensional time domain fundamental solution to dynamic unsaturated poroelasticity
- صفحه:110-133
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