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Volume change characteristics of unsaturated clay
Compression tests under controlled effective stress paths show stress path independence of volumetric strain and degree of saturation; stress path dependency appears to be caused by reversal in direction of saturation; collapse mechanism is controlled by potentially unstable structure, high applied stress and high suction pressure; compression behavior is treated in terms of separate components of applied stress and suction pressure, and for one-dimensional compression; stress-strain relationships for clay are stated. (26537)
Volume change characteristics of unsaturated clay
Compression tests under controlled effective stress paths show stress path independence of volumetric strain and degree of saturation; stress path dependency appears to be caused by reversal in direction of saturation; collapse mechanism is controlled by potentially unstable structure, high applied stress and high suction pressure; compression behavior is treated in terms of separate components of applied stress and suction pressure, and for one-dimensional compression; stress-strain relationships for clay are stated. (26537)
Volume change characteristics of unsaturated clay
ASCE J Soil Mech Found Div
Barden, L. (author) / Madedor, A.O. (author) / Sides, G.R. (author)
1969
19 pages
Article (Journal)
English
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