Analysis of settlement and pore pressure induced by cyclic loading of silo

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 12, 1998, Pages 1208-1210

  Rahal, Mohammed A ^a   Vuez, Alain R ^a  

^a INSA DE RENNES   (France)

Author keywords

Loading test; Pore pressure; Subsidence

Indexed keywords

BOUNDARY CONDITIONS; CONSOLIDATION; CYCLIC LOADS; PORE PRESSURE; SETTLEMENT OF STRUCTURES; SILOS (AGRICULTURAL);

CA' MELLO SILOS; SINUSOIDAL LOADING;

SOIL STRUCTURE INTERACTIONS;

LOADING TEST; PORE PRESSURE; SILO; SUBSIDENCE;

EID: 0032459539     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:12(1208)     Document Type: Article

References (7)

1. Baligh, M., and Levadoux, J. (1978), "Consolidation theory for cyclic loading." J. Geotech. Engrg., ASCE, 104(4), 415-431.
2. Favaretti, M., and Mazzucato, A. (1994). "Settlements of a silo subjected to cyclic loading." Int. Proc., Settlement 94, Vol. 1, ASCE, Reston, Va., 775-785.
3. Favaretti, M., and Soranzo, M. (1995). "A simplified consolidation theory in cyclic loading conditions." Int. Symp. on Compression and Con-salutation of Clayey Soils, A. A. Balkema, Rotterdam, The Netherlands, 405-409.
4. Juran, I., and Bernardet, A. (1987). "La consolidation unidimensionnelle sous charge cyclique." Revue Française de Géotechnique, n°36, Presses de l'Ecole Nationale des Ponts et Chaussées, France (in French).
5. Rahal, M. A. (1993). "Etude de la consolidation unidimensionnelle d'un kaolin soumis à des chargements par paliers et sinusoïdaux," Thèse de Génie civil, INSA, Rennes, France (in French).
6. ème Colloque Franco-Polonais de Mécanique des Sols Appliquée, Ecole des Mines de Douai, Douai, France.
7. Vuez, A., and Rahal, M. A. (1994). "Cyclic loading for the measuring of soil consolidation parameters." Proc., Settlement 94, Vol. 1, ASCE, Reston, Va., 760-774.