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Key issues on seepage flow analysis in large scale hydropower projects
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2010, 28(9)
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Semi-analytical numerical simulation for unsteady groundwater flows in anisotropic confined aquifers
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2010, 28(9)
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Selection and distribution of ground loss ratio induced by shield tunnel construction
2010, 28(9)
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Torsional complex stiffness of single pile in saturated soil based on theory of porous medium
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2010, 28(9)
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Design and analysis of retaining system of foundation pit of Qingchun Road River-Crossing Tunnel in Hangzhou
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2010, 28(9)
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Additional stress of surrounding soil caused by propelling of shield tunneling
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2010, 28(9)
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Dynamic response and failure mechanism of high earth-rockfill dams
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2010, 28(9)
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Residual deformation behaviors of reinforced rock-fill materials
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2010, 28(9)
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Modified spatial mobilized plane constitutive model for soil
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2010, 28(9)
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Thermal effects of pile construction on pile foundation in permafrost regions
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2010, 28(9)
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Composite exponential-hyperbolic model for stress-strain curve of seashore soft soil
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2010, 28(9)
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Experimental study on dynamic shear modulus and damping ratio of undisturbed loess in different regions
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2010, 28(9)
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Comparison and analysis of landslide thrust by use of finite element and limit analysis methods
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2010, 28(9)
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Search algorithms for safety factor in finite element shear strength reduction method
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2010, 28(9)
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Salt-dissolution and salt-heaving characteristics of plate-like saline soil
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2010, 28(9)
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Methodology for assessing seabed instability induced by exploitation of methane hydrate
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2010, 28(9)
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Sensitivity analysis of parameters for bolts in rock slopes under earthquakes
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2010, 28(9)
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Method of adjustable bearing capacity for granular pile composite foundation
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2010, 28(9)
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Mechanical performance of biaxial reinforcement composite foundation under embankment loads
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2010, 28(9)
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Transfer properties of vacuum degree in treatment of super-soft muck foundation
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2010, 28(9)
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True triaxial simulation based on unified elastoplastic finite difference method
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2010, 28(9)
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Factors for stress behavior of concrete face slab of super-high CFRD
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2010, 28(9)
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Wet shear tests on structural loess
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2010, 28(9)
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Stability and treatment of Zhenggang landslide accumulation mass
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2010, 28(9)
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Constitutive equation for CSG materials
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2010, 28(9)
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Horizontal static load test and numerical simulation of single large diameter under-reamed pile
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2010, 28(9)
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Centrifugal model tests on CFRD on deep alluvium foundation
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2010, 28(9)
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Development of NHRI-4000 high performance with large contact surface direct shear apparatus
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2010, 28(9)
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