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Summary of doctoral dissertation: Research on the vacuum consolidation method for soft soil improvement in works construction

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Purposes of the topic: To define the variation pore water pressure and deformation (settlement) of soft soil layer during vacuum consolidation. To establish the relationship between Plasticity Index (PI), degree of consolidation (U), thickness of improved soft soil layer (H), and consol.

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Nội dung Text: Summary of doctoral dissertation: Research on the vacuum consolidation method for soft soil improvement in works construction

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