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Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/518

Title: 不攪乱砂質土の液状化特性に関する実験的研究
Other Titles: フカクラン サシツド ノ エキジョウカ トクセイ ニカンスル ジッケンテキ ケンキュウ
Experimental Study on Liquefaction Phenomenon of Undisturbed Saturated Sands
Authors: 奥村, 哲夫
大根, 義男
OHNE, Yoshio
Issue Date: 31-Mar-1979
Publisher: 愛知工業大学
Abstract: This investigation deals with the liquefaction characteristics of disturbed and undisturbed sands under cyclic loading conditions using by the dynamic triaxial compression device. The following conclusions were obtained. (1) Cyclic stress ratio of undisturbed samples have high value affected by cementation and over consolidation. (2) Cyclic stress ratio of undisturbed samples is not proportional to relative density. (3) The liquefaction characteristics of specimens remolded by different compaction procedures in different.
URI: http://hdl.handle.net/11133/518
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