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    Conditional Probabilistic Analysis of Cement-Treated Soil Column Strength 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Tsutomu; Namikawa
    Publisher: American Society of Civil Engineers
    Abstract: The quality of cement-treated soil columns is usually assessed by examining the strength of cored samples. This paper presents a finite-element analysis approach with random field theory for assessing the quality of a ...
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    Effects of Spatial Correlation on the Compression Behavior of a Cement-Treated Column 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 008
    Author(s): Tsutomu; Namikawa; Junichi; Koseki
    Publisher: American Society of Civil Engineers
    Abstract: The strength of soil treated by cement deep mixing varies greatly, even at a single column, because of the variability of in situ soil properties, the variability of mixing effectiveness, and other factors. The variation ...
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    Seismic Response Analyses of the Yokohama Bay Cable-Stayed Bridge in the 2011 Great East Japan Earthquake 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 008
    Author(s): Dionysius M.; Siringoringo; Yozo; Fujino; Kenji; Namikawa
    Publisher: American Society of Civil Engineers
    Abstract: Yokohama Bay Bridge, with a total span length of 860 m, is the second longest span cable-stayed bridge in East Japan, and one of the most densely instrumented bridges in Japan. On March 11, 2011, the Great East Japan ...
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