土壌構造の劣化による自然堆積粘土の遅れ圧縮/圧密

文献

J-GLOBAL ID：200902180433404254 整理番号：00A0651008

Delayed Compression/Consolidation of Natural Clay Due to Degradation of Soil Structure.

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著者 (4件)： , , ,
資料名：
巻： 40 号： 3 ページ： 75-85 発行年： 2000年06月15日
JST資料番号： S0820A ISSN： 1341-7452 資料種別：逐次刊行物 (A)
記事区分：原著論文発行国：日本 (JPN) 言語：英語 (EN)

オリジナルカムクレイモデルに上負荷面を適用し,構造をもった粘...

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土の圧縮,圧密,せん断,地盤沈下

引用文献 (17件)：

1) Akai, K. and Tamura, T. (1978): "Numerical analysis of multidimensional consolidation accompanied with elasto-plastic constitutive equation," Proc. Of JSCE, No. 269, pp. 95-104 (in Japanese).
2) Asaoka, A., Nakano, M. and Noda, T. (1994): "Soil-water coupled behaviour of saturated clay near/at critical state," Soils and Foundations, Vol. 34, No. 1, pp. 91-106.
3) Asaoka, A., Nakano, M. and Noda, T. (1997): "Soil-water coupled behaviour of heavily overconsolidated clay near/at critical state," Soils and Foundations, Vol. 37, No. 1, pp. 13-28.
4) Asaoka, A., Nakano, M. and Noda, T. (1998): "Superloading yield surface concept for the saturated structured soils," 4th European Conf. On Numerical Methods in Geotech. Engrg., Udine, Italy, pp. 233-242.
5) Asaoka, A., Nakano, M. and Noda, T. (1999a): "Delayed compression of diluvial clay deposit and its elasto-plastic analysis," Proc. Of the 11th Asian Regional Conf. On SMITE, (to appear).

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