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international journal of civil engineering
سال:2023 - دوره:21 - شماره:9
analysis of coupled site and soil–structure interaction effects on the seismic response of multistory buildings according to ec-8 and asce7-16 code provisions
- صفحه:1509-1536
analytical and numerical solutions for the effect of seepage on the bearing capacity of rock masses
- صفحه:1537-1552
assessment of cover layers using an instrumented 2d channel with control for climate conditions
- صفحه:1433-1445
behavior of two plate groups in reinforced soil under uplift load
- صفحه:1463-1475
case study on the interaction between rectangular pipe jacking control and ground settlement in silty clay
- صفحه:1447-1462
energy evolution in rockburst model under different gradient stress
- صفحه:1495-1508
full-scale experimental study on the effect of ground surcharge on the stress and deformation of shield tunnels
- صفحه:1403-1422
influence of dry–wet cycles on uniaxial compression behavior of basalt fiber-reinforced loess facilitated by 3d-dic technique
- صفحه:1553-1566
observation of pier inclination caused by scouring phenomenon of foundation ground using a large-scale open channel and development of its monitoring system
- صفحه:1477-1493
stabilization of expansive clayey soil through hydrogel for mechanical improvements
- صفحه:1423-1431
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