À propos de cet article

Citez

[1] SCHMERTMANN J.H., Dilatometer to compute foundation settlements, Proc. In-situ'86 GT Div., ASCE, June 23.25, Blacksburg, VA, 1986, 303.321.Search in Google Scholar

[2] MESRI G., FENG T.W., BENAK J.M., Postdensification penetration resistance of clean sands, J. Geotech. Engng., ASCE, 1990, 116, 7, 1095.1115.Search in Google Scholar

[3] SLOCOMBE B.C., BELL A.L., BAEZ J.I., The densification of granular soils using vibro methods, Geotechnique, 2000, 50, 6, 715.725.10.1680/geot.2000.50.6.715Search in Google Scholar

[4] MASSARSCH K.R., FELLENIUS B.H., Vibratory compaction of coarse-grained soils, Can. Geotech. J., 2002, 39, 695. 709.10.1139/t02-006Search in Google Scholar

[5] MARCHETTI S., MONACO P., TOTANI G., CALABRESE M., The flat dilatometer test (DMT) in soil investigations, A report by the ISSMGE Committee TC16. Proc. In-situ 2001, Bali, May 21, 2001, 41 pages.Search in Google Scholar

[6] LEE M.-J., CHOI S.-K., KIM M.-T., LEE W., Effect of stress history on CPT and DMT results in sand, Engineering Geology, 2011, 117, 259.265.10.1016/j.enggeo.2010.11.005Search in Google Scholar

[7] GAMBIN M., Le pressiomètre Ménard, un excellent outils de côntrole d'amélioration des sols, 1995, Proc. Premiere Journee Louis Menard, CMFS, Paris 1995.Search in Google Scholar

[8] JAMIOLKOWSKI M., LO PRESTI D.C.F., MANASSERO M., Evaluation of relative density and shear strength of sand from CPT and DMT, C.C. LADD Symposium, M.I.T., Cambridge, Mass., October, 2001, 37.Search in Google Scholar

[9] BA.ACHOWSKI L., KOZAK P., Compaction control at Gdynia Port with CPTU and DMT, Proc. of International Symposium of vibratory pile driving and deep soil vibratory compaction, Transvib, September, LCPC Paris 2006, 121.129.Search in Google Scholar

[10] MARCHETTI S., In situ tests by flat dilatometer, Journal of the Geotechnical Engineering Division, ASCE, 1980, 106, 3, 299.321.10.1061/AJGEB6.0000934Search in Google Scholar

[11] DEBATS J.M., SCHARFF G., Robertson's Soil Behaviour Type Index as a tool to measure the improvement of the ground in vibrocompaction works, Andre Frossard Prize, 2009.Search in Google Scholar

[12] SCHNEIDER J.A., RANDOLPH M.F., MAYNE P.W., RAMSEY N.R., Analysis of factors influencing soil classification using normalized piezocone tip resistance and pore pressure parameters, Journal of geotechnical and geoenvironmental engineering, 2008, 134, 11, 1569.1586.Search in Google Scholar

[13] ROBERTSON P.K., Interpretation of cone penetration tests — unified approach, Canadian Geotechnical Journal, 2009, 46, 1337.1355.Search in Google Scholar

[14] CETIN K.O., OZAN C., CPT-based probabilistic soil characterization and classification, Journal of Geotechnical and Geoenvironmental Engineering, 2009, 135, 1, 84.107.10.1061/(ASCE)1090-0241(2009)135:1(84)Search in Google Scholar

[15] LUNNE T., ROBERTSON P.K., POWELL J.J.M., Cone Penetration Testing in Geotechnical Practice, Blackie Academic and Professional, 1997.Search in Google Scholar

eISSN:
2083-831X
ISSN:
0137-6365
Langue:
Anglais
Périodicité:
4 fois par an
Sujets de la revue:
Geosciences, other, Materials Sciences, Composites, Porous Materials, Physics, Mechanics and Fluid Dynamics