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Dynamic centrifuge tests on seismic response of tunnels in dense soil
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2010, 32(7)
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Creep property of soil in sliding zone of loess landslide
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2010, 32(7)
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Correlation of microscopic and macroscopic elastic constants of granular materials based on linear contact model
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2010, 32(7)
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Reliability of underground caverns based on genetic algorithm and support vector machine
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2010, 32(7)
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Implementation and application of constitutive model for damage evolution of fractured rock mass
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2010, 32(7)
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Experimental study on deformation behavior of geosynthetic liner system subjected to local settlement of foundation
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2010, 32(7)
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3D initial ground stress measurement at deep position of Juji Mine
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2010, 32(7)
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Probabilistic foundation settlement based on random field theory
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2010, 32(7)
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An anisotropic bounding surface model for structured soft clay under cyclic loading
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2010, 32(7)
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Pure convection coupled piping model based on stabilized finite element SUPG
yulong luo
2010, 32(7)
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Strength and deformation characteristics of red-sandstone granular soil reinforced with gabion mesh
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2010, 32(7)
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Numerical simulation of a new damage rheology model for jointed rock mass
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2010, 32(7)
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Combined tension-compression triaxial tests and extended Duncan-Chang model of compacted clay
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2010, 32(7)
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Model tests and theoretical studies on earth pressure on shallow positive buried culverts
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2010, 32(7)
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Distribution laws of ground stress after newly increased load on surface above mined-out areas
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2010, 32(7)
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Analysis and prediction of Ground settlement induced by Subway Construction with Shield tunneling in Xi’an Loess strata
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2010, 32(7)
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Relationship between shear wave velocity and depth of conventional soils
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2010, 32(7)
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Centrifuge modeling of effect of excavation on adjacent underpasses of deep foundation pits with shorings
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2010, 32(7)
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Comprehensive geological prediction based on risk evaluation during tunneling in karst area
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2010, 32(7)
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Deformation mechanism of secondary consolidation of natural clays
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2010, 32(7)
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A load transfer model considering strain softening of soils
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2010, 32(7)
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Field tests of high energy dynamic compaction on foundation backfilled by crushed stone in coastal area
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2010, 32(7)
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Engineering risk management of mountain tunnels based on observation
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2010, 32(7)
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Triaxial rheology characteristics and model of carbonaceous shale in pressure water
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2010, 32(7)
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Discussion continued on“Stress-strain analysis of earth-rock dams with asphalt concrete core”
2010, 32(7)
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