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    Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 010
    Author(s): Zhongkun Ouyang; Paul W. Mayne
    Publisher: American Society of Civil Engineers
    Abstract: An effective stress limit plasticity solution developed at the Norwegian Institute of Technology (NTH) provides a theoretical evaluation of the effective stress friction angle (ϕ′) for soft to firm normally consolidated ...
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    Closure to “Modified NTH Method for Assessing Effective Friction Angle of Normally Consolidated and Overconsolidated Clays from Piezocone Tests” by Zhongkun Ouyang and Paul W. Mayne 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 009:;page 07020015-1
    Author(s): Zhongkun Ouyang; Paul W. Mayne
    Publisher: ASCE
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