Response of sand column under impact loading
332 p.
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sg-ntu-dr.10356-467252023-03-03T19:30:14Z Response of sand column under impact loading Lim, Say Keat Budi Wibawa Teh Cee Ing School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering 332 p. Dynamic compaction (DC) has been used widely as an effective method in improving the mechanical properties of loose sand deposits often found in reclaimed land. The process involves dropping a large pounder onto the ground surface, causing a densification of the soil as the impact stress wave propagates downward. In the case of near-saturation condition in reclaimed land, this impact stress might even produce a possible liquefaction of the sand. As not much research have been done to observe the pore-water pressure response of nearly saturated sand undergoing impact loading, the occurrence of such a liquefaction phenomena remains difficult to be firmly established. MASTER OF ENGINEERING (CEE) 2011-12-23T07:24:46Z 2011-12-23T07:24:46Z 2005 2005 Thesis Lim, S. K. (2005). Response of sand column under impact loading. Master’s thesis, Nanyang Technological University, Singapore. https://hdl.handle.net/10356/46725 10.32657/10356/46725 Nanyang Technological University application/pdf |
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DRNTU::Engineering::Civil engineering Lim, Say Keat Response of sand column under impact loading |
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332 p. |
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Budi Wibawa |
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Budi Wibawa Lim, Say Keat |
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Theses and Dissertations |
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Lim, Say Keat |
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Lim, Say Keat |
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Response of sand column under impact loading |
title_short |
Response of sand column under impact loading |
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Response of sand column under impact loading |
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Response of sand column under impact loading |
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Response of sand column under impact loading |
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response of sand column under impact loading |
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2011 |
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https://hdl.handle.net/10356/46725 |
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