Vertical Yield Stress of Pisa Clay from Piezocone Tests
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 127, Issue 10
Abstract
A database containing seismic piezocone soundings performed in the geotechnically well-characterized Pisa clay has been used to verify the validity of the existing empirical relationships linking vertical yield stress to normalized cone resistance. Yield stresses from odometer tests performed on high-quality undisturbed samples were used as reference values.
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References
1.
Aubeny, C. P. ( 1992). “Rational interpretation of in situ tests in cohesive soils.” PhD thesis, Massachusetts Institute of Technology, Cambridge, Mass.
2.
Battaglio, M., Bruzzi, D., Jamiolkowski, M., and Lancellotta, R. ( 1986). “Interpretation of CPT's and CPTU's.” Proc., 4th Int. Geotech., Seminar on Field Instrumentation and In-Situ Measurements, Nanyang Technical Institute, Singapore, 129–143.
3.
Berardi, G., Caroti, L., Giunta, G., Jamiolkowski, M., and Lancellotta, R. ( 1991). “Mechanical properties of upper Pisa clay. Proc., X, Eur. Conf. on Soil Mech. and Found. Engrg., Vol. 1, Balkema, Rotterdam, The Netherlands, 7–40.
4.
Calabresi, G., Rampello, S. and Callisto, L. ( 1993). “The Leaning Tower of Pisa—Geotechnical characterization of the Tower's subsoil within the Framework of the critical state theory.” Rep. of University of Rome La Sapienza, Rome.
5.
Campanella, R. G., Gillespie, D., and Robertson, P. K. ( 1982). “Pore pressure during cone penetration.” Proc., 2nd Eur. Symp. on Penetration Testing, Vol. 2, Balkema, Rotterdam, The Netherlands, 507–512.
6.
Chen, B. S., and Mayne, P. W. ( 1994). “Profiling the overconsolidation ratio of clays by piezocone tests.” Rep. No. GIT-CEE GEO-94-1, School of Civ. and Envir. Engrg., Georgia Institute of Technology, Atlanta.
7.
Chen, B. S., and Mayne, P. W. ( 1996). “Statistical relation between piezocone measurements and stress history of clays.” Can. Geotech. J., 3, 488–499.
8.
De Ruiter, J. ( 1982). “The static cone penetration test.” S.O.A. Rep., Proc., 2nd Eur. Symp. on Penetration Testing, Balkema, Rotterdam, The Netherlands, Vol. 2, 389–405.
9.
Jamiolkowski, M. ( 1997). “The Leaning Tower of Pisa.” Geotecnia, J. Portuguese Geotech. Soc.
10.
Janbu, N., and Senneset, K. ( 1974). “Effective stress interpretation of in situ static penetration tests.” Proc., 1st Eur. Symp. on Penetration Testing, Nat. Swedish Build. Res., Stockholm, Vol. 2.2, 189–193.
11.
Lancellotta, R., and Pepe, C. ( 1990a). “Mechanical behaviour of Pisa clay.” Res. Rep. 2.2, Technical University of Torino, Italy.
12.
Lancellotta, R., and Pepe, C. ( 1990b). “Pisa Tower—Geotechnical properties of the Horizon A.” Res. Rep. 2.1, Technical University of Torino, Italy.
13.
Lunne, T., Robertson, P. K., and Powell, J. J. M. ( 1997). Cone penetration testing in geotechnical practice, Blackie Academic & Professional, Chapman & Hall, London.
14.
Mayne, P. W., Robertson, P. K., and Lunne, T. ( 1998). “Clay stress history evaluated from seismic piezocone.” Proc., ISC '98 Geotech. Site Characterization, Atlanta, Vol. 2, 1113–1118.
15.
Ministero dei Lavori Pubblici (MPW). ( 1971). “Richerche e studi su la Torre pendente di Pisa ed i fenomeni connessi alle condizioni di ambiente.” Edit. I. B. M., Firenze, Italy.
16.
Pepe, M. C. ( 1995). “The Leaning Tower of Pisa—Theoretical and experimental analysis of the stability of equilibrium.” PhD thesis, Technical University of Torino, Italy (in Italian).
17.
Rampello, S., and Callisto, L. ( 1999). “A study on subsoil of Tower of Pisa based on results from standard and high quality samples.” Can. Geotech. J., 6, 1074–1091.
18.
Robertson, P. K., Campanella, R. G., Gillespie, D., and Rice, A. (1986). “Seismic CPT to measure in situ shear wave velocity.”J. Geotech. Engrg., ASCE, 112(8), 791–803.
19.
Sully, J. P. ( 1991). “Measurement of in situ lateral stress during full-displacement penetration tests.” PhD thesis, Dept. of Civ. Engrg., University of British Columbia, Vancouver, Canada.
20.
Tavenas, F., and Leroueil, S. ( 1987). “Laboratory and in situ stress-strain-time behaviour of soft clays.” S.O.A. Rep., Int. Symp. on Geotech. Engrg. of Soft Soils, Vol. 2, Sociedad Mexicana de Mecanica de Suelos, Mexico City, 3–48.
21.
Whittle, A. J. ( 1987). “Constitutive model for overconsolidated clays.” PhD thesis, Massachusetts Institute of Technology, Cambridge, Mass.
22.
Whittle, A. J., and Aubeny, C. P. ( 1993). “The effects of installation disturbance on interpretation of in situ tests in clay.” Predictive Soil Mech., Proc., Wroth Memorial Symp., Thomas Telford, London, 742–767.
23.
Whittle, A. J., and Kavvadas, M. J. (1994). “Formulation of MIT-E3 constitutive model for overconsolidated clays.”J. Geotech. Engrg., ASCE, 120(1), 173–198.
24.
Wroth, C. P. ( 1984). “The interpretation of in situ soils tests.” Géotechnique, 4, 449–489.
25.
Wroth, C. P. ( 1988). “Penetration testing: A rigorous approach to interpretation.” Penetration testing 1988, Vol. 1, Balkema, Rotterdam, The Netherlands, 303–311.
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Received: Oct 27, 1999
Published online: Oct 1, 2001
Published in print: Oct 2001
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