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    Failure of an Embankment on Soil-Cement Column–Improved Clay Deposit: Investigation and Analysis 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 009
    Author(s): Jinchun Chai; Sailesh Shrestha; Takenori Hino
    Publisher: American Society of Civil Engineers
    Abstract: A failed embankment on a cement deep mixing (CDM)-formed column–improved soft clay deposit in Saga, Japan, has been reported and analyzed. Based on the results of the field investigation and numerical simulation, the ...
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    Changes in the Permeability and Permeability Anisotropy of Reconstituted Clays under One-Dimensional Compression and the Corresponding Micromechanisms 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021282
    Author(s): Rui Jia; Huayang Lei; Takenori Hino; Kai Li
    Publisher: ASCE
    Abstract: It is important to assess the permeability characteristics of clays in the prediction of the postconstruction settlement of geotechnical projects on clay grounds. The coefficient of permeability in the vertical direction ...
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    DSpace software copyright © 2002-2015  DuraSpace
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