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Reliability analysis for vertical bearing capacity of piles based on the maximum entropy principle
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2010, 32(11): 1643-1647.
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Stability of embankment on soft subgrade reinforced by rigid piles (Ⅰ) —background and single pile analysis
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2010, 32(11): 1648-1657.
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Simulation method of dynamic triaxial deformation process for rock under invariable strain rate
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2010, 32(11): 1658-1664.
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The consolidation solutions of a saturated porothermoelastic cylinder
Bai Bing
2010, 32(11): 1665-1670.
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Design method of micropile group for soil slope stabilization based on ultimate resistance of analysis
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2010, 32(11): 1671-1677.
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Advances of dam construction techniques in Xinjiang
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2010, 32(11): 1678-1687.
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Microstructural change of soft clay before and after one-dimensional compression creep
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2010, 32(11): 1688-1694.
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Analytic solution of seepage calculation for dams and levees on impervious strata
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2010, 32(11): 1695-1702.
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Algorithmic study on rock pore structure based on micro-CT experiment
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2010, 32(11): 1703-1708.
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Study on the influencing factors about pore pressure generated for soft clay under complex stress path
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2010, 32(11): 1709-1716.
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Load transfer model and improved transition method for load-settlement curve under O-cell pile testing method
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2010, 32(11): 1717-1721.
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TEM apparent longitudinal conductance interpretation in tunnel geological forecast
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2010, 32(11): 1722-1726.
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Monitoring method for influence circle due to temperature variation in underground rock stratum
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2010, 32(11): 1727-1732.
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Dynamic properties of cement- and lime-improved soil subjected to freeze-thaw cycles
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2010, 32(11): 1733-1737.
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Elastic-plastic unified solutions for stresses and displacements of deep buried circular hydraulic tunnel
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2010, 32(11): 1738-1745.
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Separate ice frost heave model for coupled moisture and heat transfer in saturated soils
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2010, 32(11): 1746-1751.
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Theoretical study on synchronous grouting filling patern and pressure distribution of shield tunnel
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2010, 32(11): 1752-1757.
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Parameter Analysis on Aseismic Behavior of Soil Nailing System
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2010, 32(11): 1758-1763.
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A double yield surface constitutive model for sand based on state-dependent critical state theory
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2010, 32(11): 1764-1771.
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Karst Studies on the dam foundation of the Cuijiaying avionics hub of the Hanjiang
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2010, 32(11): 1772-1799.
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Numerical study on modes of breaking rock by TBM cutter under different confining pressures
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2010, 32(11): 1780-1787.
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Field test on uplift behavior of micropiles in soft ground
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2010, 32(11): 1788-1793.
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Microcosmic mechanism of ion transport in charged clay soils
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2010, 32(11): 1794-1799.
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Location detection of concentrated-leakage passages in dam by groundwater temperature
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2010, 32(11): 1800-1805.
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The mechanical properties of EPS beads mixed lightweight soil under cyclic loading
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2010, 32(11): 1806-1810.
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