Abstract
The soils of the Ionian coastal zone, except those in proximity to Taranto where overconsolidated clays outcrop, are not currently well known from the perspective of their physical characteristics and mechanical behaviour. This note report a series of data from laboratory and on site tests (SPT and CPT) that have made it possible to undertake interesting quantitative comparisons as well as verifying some correlations proposed in the literature. The results show how to deal with, at least for more obviously sandy soils, medium and/or high density sands, to which can be attributed friction angles even of the order of 40° and greater, while the soils nearer the surface show notable variability related to the presence of soils with finer grain size distribution.
Similar content being viewed by others
References
Baldi, G., Bellotti, R., Ghionna, V., Jamiolkowski, M. and Pasqualini, E. (1986) Interpretation of CPT's and CPTU's; 2nd Part.drained penetration of sands. Proceedings of the Fourth International Geotechnical Seminar, Singapore, pp. 143–156.
Boenzi, F., Cherubini, C., Giasi, C.I. and De Siena, A. (1988). Engineering geology around the ancient urban area of Metapontum (Lucania, Italy), Proceedings of the International Symposium of the IAEG. 'The Engineering Geology of Ancient Works', Monuments and Historical Sites. 3, 1633–1640. Edipuglia., Bari.
Bruckner, S. (1980). Marine terrasen in Suditalien. Eine quartemorphologische Studie uber das Kustentie£and von Metapont. Dusserdorfer Geographische 14.
Caldara, M. and Pennetta, L. (1993). Nuovi dati per la conoscenza geologica e morfologica del Tavoliere di Puglia. Boni¢ca VIII, pp. 25–42.
Carter, M. and Bentley, S. P. (1991). Correlation of soil properties. Pentech Press. London.
Cestari, E. (1980). Prove geotecniche in sito. GEO-GRAPH. Segrate, Milano.
Cherubini, C. and Lupo, M. (1996). Preliminary data and considerations about the susceptibility to liquefaction of coastal sands and silty sands near Nova Siri scalo (Basilicata ‐ Italy). Atti V Workshop Informatica applicata alle scienze della Terra. San Sepolcro, pp. 139–143.
Cotecchia, V. and Magri, G. (1967). Gli spostamenti delle linee di costa quaternaria del mare Ionio fra Capo Spulico e Taranto. Geologia Applicata e Idrogeologia. 2, 1–34.
Cubrinovski, M. and Ishihara, K. (1999). Empirical correlation between SPT N-value and relative density for sandy soils. Soils and Foundations, 39(5), 61–71.
Douglas, B. J. and Olsen, R. S. (1981). Soil classi¢cation using the Electronic Cone Penetrometer. ASCE, Geot. Div. Symp. on Cone Penetr. Testing and Experience, St Louis, USA.
Kruizinga, S. (1982). SPT-CPT Correlations, Proceedings of the Second European Symposium on Penetration Testing, Amsterdam, pp. 147–151.
Kulhawy, F. H. and Mayne, P. H. (1990). Manual on estimating soil properties for foundation design. Electric Power Research Institute EPRI.
Lancellotta, R. (1983). Le prove penetrometriche statiche nei terreni coesivi. Conferenze di Geotecnica di Torino, XI Ciclo.
Liao, S. C. and Whitman, R. V. (1986). Overburden correction factors for SPT in sand. ASCE Journal of Geotech. Engrg., 112(3), 373–377.
Lunne, T., Robertson, P. K. and Powell, J.M. (1999). Cone penetration Testing. E &FNS pon, London.
Meyerhof, G. G. (1957) Discussion of Session 1. Proc. IV ICSMFE, London.
Parea, G. C. (1988). I terrazzi marini tardo pleistocenici del fronte della catena appennica in relazione alla geologia dell'avanfossa adriatica. Men. Soc. Geol. It. 35. Roma, pp. 913–936.
Pasqualini, E. (1983). Standard Penetration Test. Conferenze di Geotecnica di Torino, XI Ciclo 'Parametri di progetto da prove in sito' Torino.
Pescatore, T. (1983). Geologia e oceanogra¢a del Golfo di Taranto. Estratto da P.F. Oceanogra¢a e Fondi Marini. Arti gra¢che Cossidente, Roma.
Polemio, M. and Ricchetti, E. (1991). Caratteri idrogeologici dell'acquifero della piana costiera di Metaponto (Basilicata). Pubbl.GNDCI n.558, Atti del I Conv. Naz.Dei Giovani Ricercatori in Geologia Applicata, Gargnano (Bs), Collana dell'Universita' degli Studi di Milano, Ricerca Scienti¢ca e Istruzione Permanente, suppl. 93, 417–426, Milano.
Rao, C. R. (1952). Advanced Statistical Methods in Biometric Research. J. Wiley and Sons, N.Y., USA.
Rao C. R. (1965). Linear statistical inference and its applications. J. Wiley and Sons, N.Y.
Robertson, P. K. and Campanella, R. G. (1983) Interpretation of cone penetration tests. Part II: Clay. Canadian Geotechnical Journal, 20(4), 734–745
Terzaghi, K. and Peck, R. B. (1948). Soil mechanics in engineering practice. J. Wiley and Sons, N.Y., USA.
Webster, R. (1973). Automatic soil boundary location from transect data. Journal of Mathematical Geology, 5(1), 27–37.
Webster, R. and Beckett, P. H. T. (1968). Quality and usefulness of soil maps. Nature, 219, 680–682.
Wickremesinghe, D. S. and Campanella, R. G. (1991). Statistical methods for soil layer boundary location using the cone penetration test. VI ICASP, Mexico City, 2, 636–642.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Cherubini, C., Lupo, M. Geomechanical properties of sandy soil near Scanzano Jonico (Basilicata, Italy). Geotechnical and Geological Engineering 20, 371–392 (2002). https://doi.org/10.1023/A:1021259711507
Issue Date:
DOI: https://doi.org/10.1023/A:1021259711507