Strength and stiffness of cement-treated marine dredged clay at various curing stages

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• 作者：Gyeong-o Kang^a ; Takashi Tsuchida^a ; ^{tkstsuchida@mse.biglobe.ne.jp} ; Young-sang Kim^b
• 关键词：Dredged marine clay ; Bender element test ; Unconfined compressive strength ; Stiffness ; Specific volume ; Secant modulus
• 刊名：Construction and Building Materials
• 出版年：2017
• 出版时间：1 February 2017
• 年：2017
• 卷：132
• 期：Complete
• 页码：71-84
• 全文大小：1328 K
• 卷排序：132

文摘

qu development of cement-treated clay with curing time is similar to G0 development. A trend of development of qu and G0 changes before and after 3 days of curing time. qu and G0 can be correlated with the normalized specific volume of cement treated clay. A new equations to estimate the qu of cement-treated clay are proposed.