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In addition, loading on clay dirts does not enable water to run away from the pores, as well as hence, this produces excess water pressure. If the loading does not cause failing, the excess water stress is wetted, combination occurs as well as quantity adjustment is observed. The lengthy process of this quantity adjustment in the clays is due to extremely low hydraulic conductivity. Determination of the shear stamina of the clay is done by a direct shear examination, triaxial compression examination, vane examination and standard penetration examinations. http://mvb05032019.ru/index.php/Important_Source |
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