• 全国中文核心期刊
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Experiment study on loose characteristics of underground excavation in block-fractured rock mass
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2010, 32(2)
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Settlement analysis of pile groups in layered elastic half-space
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2010, 32(2)
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Analytical solution on dynamic response of lining subjected to sudden internal uniform loading
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2010, 32(2)
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Deformation failure criterion of stochastic medium
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2010, 32(2)
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Leaching behaviors of heavy metals from improved soil mixed with waste foundry sand
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2010, 32(2)
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Collapse sequence of perilous rock on cliffs with soft foundation
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2010, 32(2)
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Numerical simulation of multiple-crack growth under compressive loads
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2010, 32(2)
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Mixed multi-weakness plane softening model for jointed rock mass
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2010, 32(2)
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Parameter design of over-wet soil fill treated by electro-osmosis
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2010, 32(2)
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Simulation of water hazards caused by burst of water cells formed by overburden stratum separation
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2010, 32(2)
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Numerical simulation of response waves in loess site based on micro-particle theory
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2010, 32(2)
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Regularities for saturated water seepage in loose fragmented medium
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2010, 32(2)
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Wetting characteristics of coarse-grained materials
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2010, 32(2)
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Drilling deformation in granite under high temperatures and stresses
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2010, 32(2)
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Weight back analysis method based on optimization theory
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2010, 32(2)
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Development of shear strength of soft clay under vacuum preloading
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2010, 32(2)
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Conversion of anti-sliding piles into 2-dimensional discrete element simulation
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2010, 32(2)
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Application of unascertained number theory to risk evaluation of liquefaction grade
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2010, 32(2)
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Influence due to urban tunnel excavation on ground buildings and its countermeasures
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2010, 32(2)
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Collapse mechanism and support pressure for shallow tunnel face
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2010, 32(2)
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Experimental study on reinforced retaining walls suffering freeze-thaw cycling
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2010, 32(2)
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Extension of classical Janssen loose mass pressure theory and its application in mining engineering
2010, 32(2)
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Mechanics of tunnel structure with ear wall
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2010, 32(2)
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Strength and deformation characteristics and critical state of rock fill
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2010, 32(2)
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In-situ test and analysis of pile end post grouting in gravel strata with cohesive soils
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2010, 32(2)
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Optimum design method of jacked piles based on interval re-pressed test
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2010, 32(2)
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