Advanced Search

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