Handali S. HANDALI S.

ID:9000046213554

Engineering Department, Immanuel Christian University (UKRIM) (1992年 CiNii収録論文より)

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  • Pore Pressure--Stress Ratio Relationship for Soft Bangkok Clay  [in Japanese]

    BALASUBRAMANIAM A.S. , HANDALI S. , WOOD D.MUIR

    A series of triaxial tests was performed on undisturbed samples of soft Bangkok clay, which were consolidated under different constant stress ratios, to study the pore pressure development under monot …

    Journal of the Japanese Society of Soil Mechanics and Foundation Engineering 32(1), p117-131, 1992-03

    NDL Digital Collections 

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