CLASSIFICATION SYSTEM OF DECOMPOSED GRANITE SOIL IN UNDISTURBED STATE
Author:
Affiliation:
1. THE JAPAN SOCIETY OF CIVIL ENGINEERS
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1984/352/1984_352_159/_pdf
Reference25 articles.
1. 1) 西田一彦・青山千彰: 花コウ岩風化層の間ゲキ径分布と水分吸着特性について, 応用地質, 20, pp. 3-12, 1979.
2. 2) 西田一彦・青山千彰: 乱さない不飽和まさ土のせん断強度特性, 土と基礎, 29-6 (281), pp. 35-40, 1981.
3. 3) Onodera, T., Oda M. and Minami, K.: Shear strength of undisturbed sample of decomposed granite soil, Soils and Foundations, Vol. 16, No. 1, 1976.
4. 4) 沖村孝・田中茂: 一試験における風化花こう岩斜面の土層構造と崩壊発生深さに関する研究, 新砂防, 116, pp. 7-16, 1980.
5. 5) 松倉公憲・前門晃・八田珠郎・谷津栄寿: 稲田型花こう岩の風化による諸性質の変化, 地形, 第4巻, 1号, pp. 65-80, 1983.
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