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