Engineering, 16.11.2019 05:31 LuvieAnn1886
Aseries of drained triaxial tests was carried out on specimens of a sand prepared at the same porosity (i. e. same dry density) and the following results were obtained at failure. determine the value of the angle of shearing resistance ’. all-round pressure (kn/m2 ) 100 200 400 800 principal stress difference (kn/m2 ) 452 908 1810 3624
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