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international journal of civil engineering
سال:2017 - دوره:15 - شماره:6
Computation of the Minimum Limit Support Pressure for the Shield Tunnel Face Stability Under Seepage Condition
- صفحه:849-863
Development of Excess Pore Water Pressure around Piles Excited by Pure Vertical Vibration
- صفحه:907-920
Effect of Added Waste Rubber on the Properties and Failure Mode of Kaolinite Clay
- صفحه:949-958
Experimental Study on the Dilatancy and Fracturing Behavior of Soft Rock Under Unloading Conditions
- صفحه:921-948
Mechanism of Deformation Compatibility and Pile Foundation Optimum for Long-Span Tower Foundation in Flood-Plain Deposit Zone
- صفحه:887-894
Nonlinear Analysis of Single Laterally Loaded Piles in Clays Using Modified Strain Wedge Model
- صفحه:895-906
Numerical Analysis of Small-Scale Model Pile in Unsaturated Clayey Soil
- صفحه:877-886
Stability Analysis of Road Embankment Slope Subjected to Rainfall Considering Runoff-Unsaturated Seepage and Unsaturated Fluid–Solid Coupling
- صفحه:865-876
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