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In addition, filling on clay soils does not enable water to get away from the pores, and also thus, this produces excess water stress. If the loading does not cause failure, the excess water pressure is dampened, consolidation occurs and also quantity change is observed. The lengthy procedure of this quantity change in the clays results from really low hydraulic conductivity. Determination of the shear strength of the clay is performed by a direct shear test, triaxial compression examination, vane test and also conventional penetration tests. http://wiki.red-ford.ru/index.php/Website_Here |
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