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From constitutive modeling to development of laboratory testing and optical fiber sensor monitoring technologies
2011, 33(1)
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Seismic response of high-rise structures by different foundation systems
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2011, 33(1)
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Interval fuzzy judgment method for roadbed stability in karst area
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2011, 33(1)
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Unified solution of shear strength for unsaturated soil under plane strain condition and its application
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2011, 33(1)
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Automatic modeling method for digital and numerical integration of underground construction model
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2011, 33(1)
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Generalization of anisotropic constitutive models using transformed
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2011, 33(1)
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Unified approach to estimate ultimate bearing capacity of uplift piles with enlarged base
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2011, 33(1)
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Suggestions for improving criteria of soil liquefaction in China's code
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2011, 33(1)
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Comparative analyses of model tests and in-situ monitoring of zonal disintegration of rock mass in deep tunnels
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2011, 33(1)
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Instability criteria for high arch dams using catastrophe theory
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2011, 33(1)
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Analysis of soil arching of composite foundations with long and short piles
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2011, 33(1)
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Visualized cyclic triaxial tests on sand liquefaction using digital imaging technique
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2011, 33(1)
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Fracture grouting mechanism in tunnels based on time-dependent behaviors of grout
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2011, 33(1)
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Study and analysis of critical inclination slope with planar failure surface
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2011, 33(1)
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Model tests on control techniques for differential settlement of road widening
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2011, 33(1)
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Application of image processing in researches on evolving rules of segregation ice
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2011, 33(1)
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Large-scale tests on face stability of shield tunnelling in dry cohesionless soil
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2011, 33(1)
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Finite element lower bound limit solutions for ultimate bearing capacity of subsoil under raft of composite piled foundations
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2011, 33(1)
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Failure mechanism of post-earthquake rock landslide under rainfall
WU Yong
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HE Si-ming
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LUO Yu
2011, 33(1)
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New technology of using salt to prevent termites for dikes and dams
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2011, 33(1)
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Settlement of overlaying soil caused by decompression of confined water
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2011, 33(1)
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Characteristics of pore water pressure and strength of undisturbed saturated marine clay under complex stress conditions
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2011, 33(1)
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