New Testing Method for Cutting Strength of Soils
نویسندگان
چکیده
منابع مشابه
solution of security constrained unit commitment problem by a new multi-objective optimization method
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Shearing Strength of Soils
b = a length L c = the cohesion intercept M L T Ip = the plasticity index P = a force M L T u = the pore fluid pressure ML T θ = an angle Angle μ1 = shear strength reduction factor related to time effects μ2 = shear strength reduction factor related to fissuring σ = the normal stress on a plane M L T τ = the shearing stress on a plane M L T φ = the angle of internal friction Angle ψ = an angle ...
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ژورنال
عنوان ژورنال: journal of the Japan Society for Testing Materials
سال: 1955
ISSN: 0372-7971
DOI: 10.2472/jsms1952.4.381