Advanced Search

    column
    Stability of embankment on soft subgrade reinforced by rigid inclusions（Ⅱ）—group piles analysis
    , ,
    2010, 32(12): 1811-1820.
    Abstract PDF
    Estimation of ground settlement aroused by deep excavation
    ,
    2010, 32(12): 1821-1828.
    Abstract PDF
    Experimental study on deformation and bearing capacity of composite foundation with concrete-cored sand-gravel piles under high embankment load
    , , ,
    2010, 32(12): 1829-1836.
    Abstract PDF
    Response of adjacent single pile due to tunnelling based on p–y curve
    , , ,
    2010, 32(12): 1837-1845.
    Abstract PDF
    Numerical modeling of direct current electrical resistivity with 3D FEM based on PCG algorithm
    , ,
    2010, 32(12): 1846-1855.
    Abstract PDF
    Research on the Failure Mode and the Compression Strength for the Frozen Clay at Different Temperature Gradients
    ,
    2010, 32(12): 1856-1860.
    Abstract PDF
    Study on horizontal bearing capacity of pile foundation in high-piled wharf under gradient soil surface
    , , ,
    2010, 32(12): 1861-1867.
    Abstract PDF
    Time and space prediction of collapse of loose wall rock at tunnel exit
    , , , ,
    2010, 32(12): 1868-1874.
    Abstract PDF
    Numerical simulation of 3D hydraulic fracturing process
    , , ,
    2010, 32(12): 1875-1881.
    Abstract PDF
    Experimental study on frost action of fine-grained soils under dynamic and static loads
    , ,
    2010, 32(12): 1882-1887.
    Abstract PDF
    Instability behavior for side slope with bedding rock mass
    2010, 32(12): 1888-1891.
    Abstract PDF
    Fundamental equations and analytic methods of three-dimensional slope stability
    , , ,
    2010, 32(12): 1892-1897.
    Abstract PDF
    Unconfined Compressive Strength Properties of Cement Solidified/Stabilized Lead-Contaminated Soils
    , , ,
    2010, 32(12): 1898-1903.
    Abstract PDF
    STUDY ON BEHAVIORS OF THE GEOGRIDS REINFORCED LIME TREATED SOIL RETAINING WALL BY FIELD TEST
    , , ,
    2010, 32(12): 1904-1909.
    Abstract PDF
    Theoretical analysis and numerical simulation of three-dimensional bifurcation by constitutive model for over-consolidated clays
    , ,
    2010, 32(12): 1910-1915.
    Abstract PDF
    A method of measuring high water content for marine clay with high salinity by TDR
    , ,
    2010, 32(12): 1916-1921.
    Abstract PDF
    Establishing soil constitutive model based on coupling stress
    ,
    2010, 32(12): 1922-1929.
    Abstract PDF
    Critical load of ground considering load embedded depth and variation of K0
    , ,
    2010, 32(12): 1930-1934.
    Abstract PDF
    Centrifuge modeling of cracking and hydraulic fracturing in core dams induced by abrupt change of bank slope
    , , ,
    2010, 32(12): 1935-1941.
    Abstract PDF
    Cyclic shearing behavior of K0-consolidated clay and its rheological simulation
    , ,
    2010, 32(12): 1946-1955.
    Abstract PDF
    Experimental study on surface-layer improvement of soft foundation filled by newly dreged silt
    , ,
    2010, 32(12): 1956-1960.
    Abstract PDF
    Interval parameters and credibility of representative values of tensile and compression strength tests on rock
    ,
    2010, 32(12): 1960-1965.
    Abstract PDF
    Analysis of settlements caused by dewatering in Yishanlu metro station in Shanghai
    , ,
    2010, 32(12): 1961-1968.
    Abstract PDF