A soil sample is subjected to an initial equal-all-around hydrostatic state of kPa. Sketch the stress paths for the loading conditions when: (a) ơh remains constant and ov increases to 100 kPa; (b) ov is held constant while oh increases to 100 kPa; (c) Both ơh and ov are increased to 100 kPa; (d) ov remains constant while oh decreases to 10 kPa; (e) ov is increased by 25 kPa at the same time that oh is decreased by 25 kF

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A soil sample is subjected to an initial equal-all-around hydrostatic state of stress of 50
kPa. Sketch the stress paths for the loading conditions when:
(a) oh remains constant and ov increases to 100 kPa;
(b) ov is held constant while oh increases to 100 kPa;
(c) Both oh and ov are increased to 100 kPa;
(d) ov remains constant while oh decreases to 10 kPa;
(e) ov is increased by 25 kPa at the same time that oh is decreased by 25 kPa.
Transcribed Image Text:A soil sample is subjected to an initial equal-all-around hydrostatic state of stress of 50 kPa. Sketch the stress paths for the loading conditions when: (a) oh remains constant and ov increases to 100 kPa; (b) ov is held constant while oh increases to 100 kPa; (c) Both oh and ov are increased to 100 kPa; (d) ov remains constant while oh decreases to 10 kPa; (e) ov is increased by 25 kPa at the same time that oh is decreased by 25 kPa.
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