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Prediction of rock burst based on ant colony clustering algorithm
2010, 32(6)
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Thermal conductivity of compacted GMZ01 bentonite
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2010, 32(6)
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Development and application of self-boring in-situ shear pressuremeter
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2010, 32(6)
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Experimental research on load-carrying properties of composite foundation in top-down order
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2010, 32(6)
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Determinant criterion for safety of large section subsea tunnels and its application during construction
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2010, 32(6)
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Development of a portable direct shear apparatus for both in-situ and laboratory tests
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2010, 32(6)
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Experimental study on reducing thickness of adsorbed water layer for red clay particles treated by ionic soil stabilizer
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2010, 32(6)
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Simulation of critical slip field method of slopes based on optimization algorithm
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2010, 32(6)
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Effect of foundation rigidity on pile-soil load share ratio of rigid pile composite foundation
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2010, 32(6)
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Mechanism of bentonite extrusion of GCL/GM interface
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2010, 32(6)
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Method for strength parameters of coal samples with different diameters
Yang NoneSheng-Qi
2010, 32(6)
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In-situ tests on new umbrella-shaped anti-float anchors
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2010, 32(6)
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Development of rainfall simulation system for centrifugal model tests
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2010, 32(6)
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Monitoring technology of pipelines using fiber bragg grating and its application in landslide areas
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2010, 32(6)
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Full scale model tests on vertical bearing characteristics of cast-in-place X-section piles
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2010, 32(6)
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In-situ tests on ground surface settlement and additional strain of shaft linings
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2010, 32(6)
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Orthotropic equivalent deformation parameters of jointed rock mass
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2010, 32(6)
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Reliability analysis of Xiakou slope under multiple-stochastic-factor conditions
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2010, 32(6)
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Elastoplastic analytical computation of long piles under combined lateral loads
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2010, 32(6)
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Elastic constants of foliated rock by use of P-wave probes
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2010, 32(6)
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Percussive rotary drilling law of granite under high temperature and high pressure
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2010, 32(6)
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Treatment of sloping prestressed pipe piles in soft soil
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2010, 32(6)
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Theoretical solutions of soil-squeezing effect due to pile jacking considering geometrical characteristics of a pile
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2010, 32(6)
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Elastoplastic staged incremental back analysis and its application to high slopes
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2010, 32(6)
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Density measurement of rockfill by use of rigidity correlation method
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2010, 32(6)
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Culmann's method for active earth pressure of cohesive soil and its application
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2010, 32(6)
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Unloading confining pressure for brittle rock and mechanism of rock burst
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2010, 32(6)
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