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Effect of Initial Hydraulic Gradient on Consolidation of Sand-drained Ground Improved by Vacuum Preloading
Effect of Initial Hydraulic Gradient on Consolidation of Sand-drained Ground Improved by Vacuum Preloading
Effect of Initial Hydraulic Gradient on Consolidation of Sand-drained Ground Improved by Vacuum Preloading
Zhou, Q. (Autor:in) / Deng, Z.-y. (Autor:in) / Wang, Y.-y. (Autor:in)
TUMU JIANZHU YU HUANJING GONGCHENG ; 32 ; 46-52
01.01.2010
7 pages
Aufsatz (Zeitschrift)
Unbekannt
DDC:
624.05
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