<< Click to Display Table of Contents >>

Navigation:  LOADCAP > Referencias Teóricas >


AGI Associazione GeotecnicaItaliana, 1984. Raccomandazioni sui pali di fondazione.

Berardi G., 1972. Ingegneria delle Fondazioni, Enciclopedia dell'Ingegneria, vol. VII. ISEDI.

Boulanger R.W., Idriss I.M. (2004) - State normalization of penetration resistance and the effect of overburden stress on liquefaction resistance. Proc., 11th rd International Conf. on Soil Dynamics and Earthquake Engineering and 3International Conference on Earthquake Geotechnical Engineering, Univ. of California, Berkeley, CA, 2004

Bowles, J. E. (1987). "Elastic foundation settlement on sand deposits." J. Geotech. Eng, Vol.113(8):846-860.

Cestelli Guidi C., 1980. Geotecnica e Tecnica delle fondazioni, vol. I, Hoepli, Milano.

Colombo P., 1971. Osservazioni sul comportamento di pali a grande diametro. RIG, vol. V n.3, pp. 163-172.

Coulomb, C. A. (1776). Essai sur une application des regles des maximis et minimis a quelquels problemesde statique relatifs, a la architecture. Mem. Acad. Roy. Div. Sav., vol. 7, pp. 343–387.

De Simone P., 1981. Fondazioni. Ed. Liguori, pp.264.

Deere D.U., 1968. Geological Considerations. Rock Mechanics in Engineering Practice, ed E.G. Stagg and D.C. Zienkiewicz, Wiley, New York, pp.1-20.

Frohlich O.K., 1934. Druckverteilung im Baugrunde. Mit Besonderer Berucktingung der Plastichen Erscheinungen. Julius Springer: Wien.

Hanna A.M. and Meyerhof G.G., 1981. Experimental Evaluation of Bearing Capacity of Footings Subjected to Inclined Loads. Canadian Geotechnical Journal, Vol.18, No4, pp. 599-603.

Hansen J.B., 1970. A Revised and Extended Formula for Bearing Capacity. Bullettin 28, Danish Geotechnical Institute, Copenhagen.

Idriss, I. M., and Boulanger, R. W. (2008). Soil liquefaction during earthquakes. Monograph MNO-12, Earthquake Engineering Research Institute, Oakland, CA, 261 pp.

Lambe T. W. (1968). The behaviour of foundations during costruction. JSMFD, ASCE, vol 94, SM 1, pp. 93-130.

Lancellotta R., 1995. Geotechnical Engineering. Rotterdam: A.A. Balkema. 6ed.

Mascardi C., 1968. Micropali ad elevata capacità portante. Rivista Italiana di Geotecnica, n4, pp.189.

Meyerhof G.G., 1963. Some Recent Research on the Bearing Capacity of Foundations. Canadian Geotechnical Journal, 1, 16-26.

Paolucci R, Pecker A., 1997. Seismic bearing capacity of shallow strip foundations on dry soils. Soils and Foundations, vol.37, n.3, pp.95-105.

Paolucci R, Pecker A., 1997. Soil inertia effects on the bearing capacity of rectangular foundations on cohesive soils. Engineering Structures, vol. 19, n.8, Elsevier Science Ltd., pp.637-643.

Poulos H. G. , Davis E. H., 1980. Pile Foundation Analysis and Design, J. Wiley & Sons , New York.

Pradel D., 1998. Procedure to Evaluate Earthquake-Induced Settlements in Dry Soils. Journal of Geotechnical Engineering, ACSE, 124(4), 364-368.

Schmertmann J.H., 1970."Static cone to compute static settlementoversand."J Soil Mech Found Div, Vol.96(3):1011–1043.

Schmertmann, J. H., Brown, P. R., and Hartman, J. P. (1978). "Improved strain influence factor diagrams."J Geotech Eng Div, ASCE, Vol.104(8):1131–1135.

Seed H.B. and Idriss I.M., 1971. Simplified Procedure for Evaluating Soil Liquefaction Potential. J. Geotech. Egrg. Div, ASCE, 97(9), 1249-1274.

Terzaghi K. and Peck R. B., 1967. Soil Mechanics Engineering Practice, J. Wiley & Sons , New York.

Terzaghi K., 1995. Evaluation of coefficients of subgrade reaction. Geotechnique, Vol. 5, No. 4, 41-50.

Timoshenko S. and Goodier J.N., 1951. Theory of Elasticity. 2nd Edition, McGraw-Hill, New York, Toronto, London.

Vesic A.S., 1975. Bearing capacity of shallow foundations. Foundation Engineering Handbook, 1st edn., H.F. Winterkorn and H.Y. Fang (eds.), Chapter3, Van Nostrand Reinhold Company, Inc., New Tork, N.Y.

Viggiani C., 1983. Fondazioni, Ed. CUEM, Napoli.






©  GeoStru