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international journal of civil engineering
سال:2022 - دوره:20 - شماره:9
acceleration amplification and settlement behaviors of earth-filled embankments with deteriorated core during seismic waves
- صفحه:1067-1083
centrifuge and numerical modeling of tunnel responses induced by single bored piles under loading in clay
- صفحه:1027-1040
estimating system stiffness of soil nailing wall for deep excavation in clay
- صفحه:1009-1025
excess pore water pressure generation, distribution and dissipation in self-boring pressuremeter test: numerical analysis
- صفحه:1101-1114
liquefaction mitigation of medium-to-fine sands with microbial gas under cyclic triaxial loading
- صفحه:1085-1099
physical and numerical evaluation of mode ii fracture of quasi-brittle materials
- صفحه:993-1007
physical and numerical modeling of clayey slopes reinforced with roots
- صفحه:1115-1128
seismic response of anchored sheet pile walls by centrifuge modelling tests
- صفحه:1041-1065
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