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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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