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    Cyclic Interface and Joint Shear Device Including Pore Pressure Effects

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    Author:
    Chandra S. Desai
    ,
    Douglas B. Rigby
    DOI: 10.1061/(ASCE)1090-0241(1997)123:6(568)
    Publisher: American Society of Civil Engineers
    Abstract: An understanding of the mechanical behavior of saturated interfaces between structural and geologic materials and joints in rock, subjected to cyclic earthquake-type loading, is important for safe and improved analysis and design of many geotechnical structures. Appropriate testing is vital for the determination of parameters in constitutive models to characterize the mechanical response in terms of stress-strain and failure behavior. The cyclic multi–degree-of-freedom (CYMDOF-P) testing device described here is new and unique in the sense that it allows integration of a number of important factors—such as pore-water pressures, direct and simple shear deformations, drained and undrained conditions, and static and cyclic loading—that were not available in previous devices. Typical laboratory test results to show the validity of the device, and brief statement of unified constitutive models that can be developed based on the test data are presented.
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      Cyclic Interface and Joint Shear Device Including Pore Pressure Effects

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51365
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    contributor authorChandra S. Desai
    contributor authorDouglas B. Rigby
    date accessioned2017-05-08T21:26:08Z
    date available2017-05-08T21:26:08Z
    date copyrightJune 1997
    date issued1997
    identifier other%28asce%291090-0241%281997%29123%3A6%28568%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51365
    description abstractAn understanding of the mechanical behavior of saturated interfaces between structural and geologic materials and joints in rock, subjected to cyclic earthquake-type loading, is important for safe and improved analysis and design of many geotechnical structures. Appropriate testing is vital for the determination of parameters in constitutive models to characterize the mechanical response in terms of stress-strain and failure behavior. The cyclic multi–degree-of-freedom (CYMDOF-P) testing device described here is new and unique in the sense that it allows integration of a number of important factors—such as pore-water pressures, direct and simple shear deformations, drained and undrained conditions, and static and cyclic loading—that were not available in previous devices. Typical laboratory test results to show the validity of the device, and brief statement of unified constitutive models that can be developed based on the test data are presented.
    publisherAmerican Society of Civil Engineers
    titleCyclic Interface and Joint Shear Device Including Pore Pressure Effects
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(1997)123:6(568)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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