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    Mechanical performance of shared rock of neighborhood tunnels
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    2010, 32(3)
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    Plastic limit analysis of stability of the open-pit slope subject to underground mining
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    2010, 32(3)
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    Consolidated undrained triaxial compression tests on lightweight soil mixed with rubber chips of scrap tires
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    2010, 32(3)
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    Measured settelements of super-long piles and pile groups for a building of 323 m in height in Wenzhou
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    2010, 32(3)
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    Influence of deep excavation on deformation of operating metro tunnels and countermeasures
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    2010, 32(3)
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    Mechanical mechanism for retreat evolution of steep rock slopes with gentle dip
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    2010, 32(3)
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    Effect of activities of ground fissures on crossing metro tunnels
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    2010, 32(3)
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    Groutability of PS-C Grout for Jiaohe ruins
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    2010, 32(3)
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    Application of digital photogrammetric techniques in 3D model tests on large caverns
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    2010, 32(3)
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    Coupled hydro-mechanical model and FEM analyses for dual-porosity media
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    2010, 32(3)
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    Centrifugal model tests on bearing capacity of uplift piles under deep excavation
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    2010, 32(3)
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    Finite volume simulation for coupled moisture and heat transfer during soil freezing
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    2010, 32(3)
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    Development and application of new waterproof grouting materials of polyurethane
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    2010, 32(3)
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    Calculation and analysis of upper limit solution of ultimate bearing capacity of sloping ground
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    2010, 32(3)
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    Analytical solution on the displacement of soil-nail braced structure based on the minimum potential energy principle
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    2010, 32(3)
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    Calculation and analysis of limit support force of shield tunnel excavation face under facing-slope conditions
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    2010, 32(3)
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    Permeability and durability of soils improved by tung oil and sticky rice juice
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    2010, 32(3)
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    Nonlinear dilatancy model for coarse-grained soils
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    2010, 32(3)
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    Effect of base width on bearing capacity factor Nγ
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    2010, 32(3)
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    Geohazard characteristics and cause analysis of ground subsidence and deformation along national highway in Beijing
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    2010, 32(3)
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    Stress-strain properties for the frozen media sand at different temperature gradients during two stress paths
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    2010, 32(3)
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    Field tests on post-construction settlement of DJMP composite foundation
    2010, 32(3)
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    Contaminant migration model with consolidation dependent transport coefficients
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    2010, 32(3)
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    Application of PIV in large-scale shaking table model tests
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    2010, 32(3)
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    Meso-mechanical simulation of fracture grouting in soil
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    2010, 32(3)
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    Relationship between support and strata in extra-thick coal seam fully-mechanized sublevel caving mining based on high precision microseismic monitoring technology
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    2010, 32(3)
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