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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)
    Abstract PDF
    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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