Bibliografia

A.G.I., 1977. Raccomandazioni sulla programmazione ed esecuzione delle indagini geotecniche – AGI - Roma

Bazaraa, A.R., 1967. "Use of the Standard Penetration Test For Estimating Settlement of Shallow Foundations on Sand." Ph.D. Dissertation, Department of Civil Engineering, University of Illinois, Urbana, Ill.

Begemann H.K.S., 1974. The Delft Continuous Soil Sampler. Bull. Int. Ass. Eng. Geol. 10:35-37.

Bowles, J.E., 1982. Foundation Analysis and Design. 3rd Ed., McGraw-Hill, Inc., New York.

Buisman, A.S.K. 1940. Grondmechanica. Waltman, Delft.

Burland, J.B., Broms, B. and DeMello, V.F.B., 1977. "Behavior of Foundations and Structures." Proceedings of the 9th International Conforence on Soil Mechanics and Foundation Engineering, Vol. 3, pp. 495-546.

Caquot, A. and Kerisel, J. 1948. Tables for the Calculation of Passive Pressure, Active Pressure and Bearing Capacity of Foundations. Gauthier-Villars, Paris.

Carter M., 1983. Geotechnical engineering-Handbook-Pentech Press-London

Colleselli-Soranzo F., 1980. Esercitazioni di Geotecnica – Ed. Cleup – Padova

Coulomb, C.A. 1776. Essai sur une application des regles de maximis et minimis a quelques problemes de statique, relatifs a l’architecture. Memoires de Mathematique et de Physique présentés a l’Academic Royale des Sciences, Paris, 1773, 1, 343–382.

Craig R.F., 1985. Soil mechanics – Van Notraan Reinhold (UH) Co.Ltd

D’Appolonia, D.J. 1971. Effects of foundation construction on nearby structures. In Proc. 4th Pan-Am. Conf. Soil. Mech. Found. Engin, State-of-the-Art, 1, 189–236.

D'Appolonia, D.J., D'Appolonia, E., and Brissette, R.F., 1970. closure of "Settlement of Spread Footings on Sand." Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 96, No. SM2, pp. 754-761.

David Rogers J., Subsurface Exploration Using the Standard Penetration Test and the Cone Penetrometer Test Department of Geological Sciences & Engineering, 125 McNutt Hall, University of Missouri–Rolla, Rolla, MO 65409-0230.

De Mello V.F.B., 1967. Consideracoes Sobre os Ensalos de Penetracao e sua Problemas de Fundacoes Rasas. Thesis University Sao Paulo.

De Mello V.F.B., 1971. The standard penetration test. State of the art, session I) Panam. Conf. Soil Mech. Found. Eng., 7th, Mexico, 1:49-125.

DeBeer, E. and Martens, A., 1957. "Method of Computation of an Upper Limit for the Influence ofHeterogeneity of Sand Layers on the Settlement of Bridges." Proceedings of the 4th International Conforence on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 275-282.

Eurocode 7 - Geotechnical design - Part 2 - Ground investigation and testing

Fletcher, G.F.A., 1965. "Standard Penetration Test: It's Uses and Abuses." Journal of the Soil Mechanicsand Foundation Division, ASCE, Vol. 91, No. SM4, pp. 67-75.

Gibbs H.J. and Holtz W.G., 1957. Research on determining the density of sands by spoon penetration testing. Proc. Of the 4th Internal Conference on Soil Mechanics and Foundation Engineering, Vol.1, pp.35-39.

Hunt R.E., 1986. Geotechnical engineering techniques and practices – MeGraw- Hill – Inc. USA.

Imai T. and Tonouchi K., 1982. Correlation of N-value with S-wave velocity and shear modulus. In: Proceedings of the 2nd European symposium on penetration testing; p. 57–72.

Iwasaki T., Tatsuoka F., Saheki M., 1977. An example of correlation between SPT N-value and strain dependent S wave velocity. In: Proceedings of the 12th Japan national conference on geotechnical engineering, JGS, Tokyo, pp 477-780 (in Japanese).

Jaky, J. 1944. The coefficient of earth pressure at rest. J. Soc. Hungarian Architects and Engrs. 78 (22), 355–358. For translation see Fraser, A.M. (1957), Appendix I of The Influence of Stress Ratio on Compressibility and Pore Pressure Coefficients in Compacted Soils, Ph.D. Thesis, University of London.

Malcev A.T., 1964. Interpretation of standard spoon penetration testing. Symp. Econ. Use Soil Testing in Site Investigation, Birmingham, 3, 11-16.

Meigh A.C. and Hobbs N.B., 1975. Soil Mechanics. Section 8, Civil Engineer’s Reference Book, 3rd Ed.

Meyerhof G.G., 1965. Shallow Foundations. Journal of the Soil Mechanics and Foundations Division, American Society of Civil Engineers, Vol.91, No.SM2, pp.21-31.

Meyerhof, G. G., 1956. "Penetration Tests and Bearing Capacity ofCohesionless Soils." Journal of the Soil Mechanics Division, ASCE, Vol. 82, SM1, pp. 1-12.

Mitchell, J.K. and Gardner; W.S., 1975. "In Situ Measurement of Volume Change Characteristics," State-of-the-Art Report, Proceedings of the Conference on In-Situ Measurement of Soil Properties, Specialty Conf. of the Geotechnical Div., North Carolina State University, Raleigh, Vol. II, pp. 279-345.

Peck, R.B. and Bazaraa, A.R., 1969. Discussion of "Settlement of Spread Footings on Sand by D'Appolonia et al.," Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 95, SM3, pp. 905-909.

Peck, R.B., Hanson, W.E. and Thombum, T.H., 1974. Foundation Engineering. John Wiley & Sons, N.Y.

Pellegrini M., 1982. Geologia Applicata – Ed. Pitagora – Bologna

Pilot G., 1982. Foundation engineering – Ecole national des ponts et chausees – Paris prove Geotecniche in sito – ed. GEO-GRAPH 1990

Robertson P.K. and Campenella R.G., 1983. "Interpretation of Cone Penetration Tests-Part I (Sand)." Canadian Geotechnical Journal, Vol. 20, No.4, pp. 734-745.

Sanglerat, G. 1972. The Penetrometers and Soil Exploration. Elsevier, Amsterdam, 488p. Schmertmann, J., H. 1978.

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

Schmertmann, J.H., 1975. "In-Situ Measurement of Shear Strength," State-of-the-Art Paper, Session III, Proceedings of the Conf. on InSitu measurement of Soil Properties, Specialty Conf. of the Geotechnical Div., ASCE, North Carolina State University, Raleigh, Vol. I, pp. 57-138.

Schmertmann, J.H., Hartman, J.D. and Brown, P.R., 1978. "Improved Strain Influence Factor Diagrams." Journal of the Geotechnical Division, ASCE, Vol. 104, No. GT8, pp. 1131-1135.

Schultze, E. and Menzenbach, E., 1961. "Standard Penetration Test and Compressibility of Soils." Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 527-531.

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

Serafim J.L. and Pereira J.P, 1983. Consideration of the geomechanics classification of Beniawski. Proc. Int. Symp. Eng. Geol. Underground Constr., Lisbon, 1, II33-II42.

Shioi Y. And Fukuy J., 1982. Application of N-Value to Design of Foundations in Japan. In: Proceedings of the Second European Symposium on Penetration Testing, Amsterdam.

Skempton, A.W., 1986. "Standard Penetration Test Procedures and the Effects in Sands of Overburden Pressure, Relative Density, Particle Size, Ageing and Overconsolidation." Geotechnique, Vol. 36, No.3, pp. 425-447.

Sowers, G.F., 1962. Shallow Foundations, Chapter 6 in Foundation Engineering, ed. by G.A. Leonards, McGraw-Hill, Inc., New York.

Stroud M.A. and Butler F.G., 1975. The standard penetration test and the engineering properties of glacial materials. Proc. Symp. Engineering Properties of Glacial Materials. Midlands Soil Mechanics and Foundations Society.

Terzaghi, K. and Peck, R.B. (1948) Soil Mechanics in Engineering Practice. John Wiley & Sons, Hoboken.

Timoshenko, S.P. and Goodier, J.N. 1970. Theory of Elasticity. 3rd edn. McGraw-Hill, New York.

Timoshenko, S.P. and Woinowsky-Krieger, S. 1959. Theory of Plates and Shells. 2nd edn. McGraw-Hill, New York.

Trofimenkov,J.G., 1974. "PenetrationTestingin Eastern Europe," Proceedings of the European Symposium on Penetration Testing, Stockholm, June 5-7, 1974, Published by National Swedish Building Research, 1975, Vol. 2.1, pp. 24-28.

Tschebotarioff, G.P. 1962. Retaining structures. Ch. 5 in Foundation Engineering (ed. G.A. Leonards). McGraw-Hill, New York.

Tschebotarioff, G.P. 1973. Foundations, Retaining and Earth Structures. McGraw-Hill, New York.

Tsinker, G.P. 1983. Anchored sheet pile bulkheads: Design practice. Proc. ASCE, J. Geotech. Div. 109 (8), 1021–1038.

Vesic, A.S., 1970. "Tests on Instrumented Piles, Ogeehee River Site," Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 96, No. SM2, pp. 561-584.