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    Simplified Method for Consolidation Rate of Stone Column Reinforced Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author(s): Jie Han; Shu-Lin Ye
    Publisher: American Society of Civil Engineers
    Abstract: Field observations and numerical studies demonstrated that stone columns could accelerate the rate of consolidation of soft clays. A simplified method for computing the rate of consolidation is presented in this paper by ...
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    Objective Analysis Using Hough Vectors Evaluated at Irregularly Spaced Locations 

    Source: Monthly Weather Review:;1984:;volume( 112 ):;issue: 009:;page 1804
    Author(s): Halberstam, Isidore; Tung, Shu-Lin
    Publisher: American Meteorological Society
    Abstract: Objective analysis can he performed on irregularly spaced observation points by fitting selected functions to the observations. A simple least-squares fit is found to be both impractical and ill-conditioned, the latter ...
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    Water Shells on Ice Pellets and Hailstones 

    Source: Journal of the Atmospheric Sciences:;1974:;Volume( 031 ):;issue: 005:;page 1384
    Author(s): Chong, Shu-Lin; Chen, C. S.
    Publisher: American Meteorological Society
    Abstract: A numerical model has been developed to investigate water films or shells on ice pellets and hailstones with radii from 0.1 to 0.5 cm. The model considers a hydrometeor consisting of a rigid, spherical ice core of density ...
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    Analysis of Seismic Active Earth Pressure on Retaining Walls Based on Pseudo-dynamic Method 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2013:;Volume ( 007 ):;issue: 002
    Author(s): Ruan Xiao-bo; Yu Ru-liang; Sun Shu-lin
    Publisher: American Society of Civil Engineers
    Abstract: To examine the seismic active pressure on retaining walls, the pseudo-dynamic method is adopted in deducing the formulas of seismic active earth pressure. The critical rupture angle is analytically solved on the basis of ...
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    Three-Dimensional Modeling on Load-Transferring Mechanism of Rigid Pile–Net Composite Foundation 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022097
    Author(s): Ruiqing Lang; Changhu Ma; Liqiang Sun; Shu Lin; Shuwang Yan; Zhiliang Huo; Weichao Yang
    Publisher: ASCE
    Abstract: The application of load-transferring mechanism is significant in the design of rigid pile–net composite foundations. A three-dimensional (3D) analytical model is adopted in this paper to analyze the load-transferring ...
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