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In addition, loading on clay soils does not enable water to leave from the pores, and thus, this develops excess water pressure. If the loading does not trigger failure, the excess water stress is moistened, consolidation takes place and volume adjustment is observed. The long process of this quantity change in the clays results from very low hydraulic conductivity. Determination of the shear stamina of the clay is performed by a straight shear examination, triaxial compression test, vane test and common penetration tests. https://golf-wiki.win/index.php?title=Great_Site |
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