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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. (author) / Deng, Z.-y. (author) / Wang, Y.-y. (author)
TUMU JIANZHU YU HUANJING GONGCHENG ; 32 ; 46-52
2010-01-01
7 pages
Article (Journal)
Unknown
DDC:
624.05
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