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EFFECT OF REINFORCED SAND CUSHION ON THE LIMIT FILL HEIGHT OF EMBANKMENT ON SOFT CLAY FOUNDATION
EFFECT OF REINFORCED SAND CUSHION ON THE LIMIT FILL HEIGHT OF EMBANKMENT ON SOFT CLAY FOUNDATION
EFFECT OF REINFORCED SAND CUSHION ON THE LIMIT FILL HEIGHT OF EMBANKMENT ON SOFT CLAY FOUNDATION
Geosynthetics in civil and environmental engineering; Geosynthetics Asia 2008 : proceedings of the 4th Asian Regional Conference on Geosynthetics in Shanghai, China
2008-01-01
5 pages
Includes bibliographical references
Conference paper
English
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