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    Undrained Monotonic and Cyclic Triaxial Strength of Sand

    Source: Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010
    Author:
    Ramli Mohamad
    ,
    Ricardo Dobry
    DOI: 10.1061/(ASCE)0733-9410(1986)112:10(941)
    Publisher: American Society of Civil Engineers
    Abstract: The undrained behavior of saturated sand in monotonically loaded triaxial tests is discussed using steady state concepts. The relations among various drained and undrained strength envelopes are first examined. These monotonic loading concepts are then used to explain the effect of static shear stress,
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      Undrained Monotonic and Cyclic Triaxial Strength of Sand

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    http://yetl.yabesh.ir/yetl1/handle/yetl/19835
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    • Journal of Geotechnical Engineering

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    contributor authorRamli Mohamad
    contributor authorRicardo Dobry
    date accessioned2017-05-08T20:34:09Z
    date available2017-05-08T20:34:09Z
    date copyrightOctober 1986
    date issued1986
    identifier other%28asce%290733-9410%281986%29112%3A10%28941%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/19835
    description abstractThe undrained behavior of saturated sand in monotonically loaded triaxial tests is discussed using steady state concepts. The relations among various drained and undrained strength envelopes are first examined. These monotonic loading concepts are then used to explain the effect of static shear stress,
    publisherAmerican Society of Civil Engineers
    titleUndrained Monotonic and Cyclic Triaxial Strength of Sand
    typeJournal Paper
    journal volume112
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1986)112:10(941)
    treeJournal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 010
    contenttypeFulltext
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