Experimental stress-dilatancy relations of sand subjected to cyclic loading

Cyclic triaxial tests, cyclic torsional shear tests on isotropically consolidated specimens, and cyclic torsional simple shear tests on one-dimensionally consolidated specimens, using saturated Toyoura sand, were performed under drained conditions to investigate the general tendencies of the stress-...

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Veröffentlicht in:	Soils and foundations 1989-03, Vol.29 (1), p.45-64
Hauptverfasser:	PRADHAN, T.B.S, TATSUOKA, F, SATO, Y
Format:	Artikel
Sprache:	eng
Schlagworte:	Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics Exact sciences and technology Pollution, environment geology
Online-Zugang:	Volltext
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Beschreibung
Zusammenfassung:	Cyclic triaxial tests, cyclic torsional shear tests on isotropically consolidated specimens, and cyclic torsional simple shear tests on one-dimensionally consolidated specimens, using saturated Toyoura sand, were performed under drained conditions to investigate the general tendencies of the stress-dilatancy characteristics under cyclic loading.
ISSN:	0038-0806
DOI:	10.3208/sandf1972.29.45