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A solution of Gibson’s governing equation of one-dimensional consolidation
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2010, 32(5)
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Bearing behaviors and nonlinear theory of pile groups subjected to torque
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2010, 32(5)
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Physical model and failure analysis of porous rock
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2010, 32(5)
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Lab and in-situ tests on maximum dynamic shear modulus of saturated clay soils
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2010, 32(5)
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Evaluation coupling model for high slope stability based on fuzzy analytical hierarchy process- set pair analysis method
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2010, 32(5)
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Relation between P-wave velocity and stress of rock samples and their unloading effect
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2010, 32(5)
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Ground vibration caused by axle load and dynamic wheel-rail force of a moving train
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2010, 32(5)
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Working behaviors of composite ground under flexible foundation based on super-sub structure interaction
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2010, 32(5)
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Basic solution of saturated layered ground by thin layered method and its paraxial boundary
SHI Gang, GAO Guangyun, FENG Shi-Jin
2010, 32(5)
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Theory of geotechnical strain hardening index and its rationale from fractional order calculus
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2010, 32(5)
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Hydraulic fracture extending during slurry shield tunneling in cohesive soil
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2010, 32(5)
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Projection pursuit model based on particle swarm optimization for rock burst prediction
XU Fei, XU Weiya
2010, 32(5)
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Interface shear strength of liners with geocomposite
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2010, 32(5)
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Shaking table test on seismic response of pile groups of bridges in liquefiable ground
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2010, 32(5)
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In-situ stress field and project stability of underground water-sealed oil depots
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2010, 32(5)
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Lateral boundary prediction of water conducting fracture formed in roof and its application
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2010, 32(5)
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Test method for soluble salt in saline soil in highway engineering
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2010, 32(5)
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Deformation response of high-order slope excavation of a large hydroelectric station in China
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2010, 32(5)
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Experimental research on high-water-content soil tunnel without systematic bolts
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2010, 32(5)
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Determination of design depth of soil-nailing protection structures
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2010, 32(5)
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The ultimate bearing capacity of reinforced foundation by variational solution
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2010, 32(5)
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Quantitative modelling of granular soils considering density and pressure effects
HUANG Wenxiong
2010, 32(5)
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Experimental methods for interface behaviors of geosynthetics in landfills
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2010, 32(5)
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Electrical conductivity of pore water in saturated sand and its measurement technology
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2010, 32(5)
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Fluctuating characteristics of excess pore water pressure in Nanjing fine sand under partially drained conditions
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2010, 32(5)
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Stress-induced anisotropy of coarse-grained soil by true triaxial tests
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2010, 32(5)
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