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In addition, packing on clay soils does not permit water to leave from the pores, and thus, this produces excess water pressure. If the loading does not create failure, the excess water pressure is moistened, loan consolidation happens as well as volume modification is observed. The long process of this quantity change in the clays results from extremely low hydraulic conductivity. Determination of the shear toughness of the clay is executed by a direct shear test, triaxial compression examination, vane test as well as standard penetration tests. https://wiki-zine.win/index.php?title=More_Help |
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