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In addition, packing on clay dirts does not allow water to leave from the pores, as well as thus, this produces excess water stress. If the loading does not cause failing, the excess water stress is moistened, combination takes place and volume change is observed. The lengthy process of this volume modification in the clays results from really reduced hydraulic conductivity. Resolution of the shear strength of the clay is done by a direct shear examination, triaxial compression test, vane test as well as standard infiltration examinations. https://wiki-site.win/index.php?title=Use_This_Link |
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