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In situ testing of soft Brazilian soils

Autorzy
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
An overview of in situ tests performed on soft Brazilian soils is presented. Special emphasis is given to the Sarapui test site and to the test sites in Rio de Janeiro of very high plasticity. Some lessons related to the use of a piezocone with two filters are presented.
Wydawca
Rocznik
Strony
5--22
Opis fizyczny
Bibliogr. 68 poz.
Twórcy
  • Federal University of Rio de Janeiro, COPPE/UFRJ, RJ, Brazil
Bibliografia
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  • [8] ALMEIDA M.S.S., SANTA MARIA P.E.L., MARTINS I.S.M., SPOTTI A.P., COELHO L.B.M., Consolidation of a very soft clay with vertical drains, Geotechnique, 2000, Vol. 50, No. 6, pp. 633-643.
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  • [32] DANZIGER F.A.B., SCHNAID F., Piezocone tests: procedures, recommendations and interpretation (in Portuguese), Proc, 4th Seminar on Special Foundation Engineering and Geotechnics, SEFE IV, and Brazilian Seminar on in Situ Testing, BIC, Sao Paulo, 2000, Vol. 3, pp. 1-51.
  • [33] De MELLO L.G., personal communication, 1998.
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  • [35] ESLAMI A., FELLENIUS B.H., Pile capacity by direct CPT and CPTu methods applied to 102 case histories, Canadian Geotechnical Journal, 1997, Vol. 34, No. 6, pp. 886-904.
  • [36] FRANCISCO G.M., Seismic piezocone tests (in Portuguese), M.Sc. Thesis, PUC-Rio, Rio de Janeiro, 1997.
  • [37] GUIMARAES I.B., CPT in the Sarapui clay (in Portuguese), M.Sc. Thesis, PUC-Rio, Rio de Janeiro, 1983.
  • [38] LACERDA W.A., COSTA FILHO L.M., COUTINHO R.Q., DUARTE A.E.R., Consolidation characteristics of Rio de Janeiro soft clay, Proc, Int. Symp. on Soft Clay, Bangkok, 1977, pp. 231-243.
  • [39] LEHANE B.M., CHOW F.C., MCCABE B.A., JARDINE R.J., Relashionship between shaft capacity of driven piles and CPT end resistance, Proc, Institution of Civil Engineers, Geotechnical Engineering, 2000, Vol. 143, pp. 93-101.
  • [40] LEHTOLA R., Piezocone testing in the Sarapui clay (in Portuguese), M.Sc. Thesis, PUC-Rio, Rio de Janeiro, 1984.
  • [41] LIMA G.P., A comparison between linear and non-linear consolidation theories (in Portuguese), M.Sc Thesis, COPPE/UFRJ, Rio de Janeiro, 1993.
  • [42] LUNNE T., CHRISTOFFERSEN H.P., TJELTA T.I., Engineering use of piezocone data in North Sea clays, Proc, XIICSMFE, San Francisco, 1985, Vol. 2, pp. 907-912.
  • [43] MACEDO E.O., The undrained shear strength from T-bar tests (in Portuguese), M.Sc. Thesis,COPPE/UFRJ, Rio de Janeiro, 2004.
  • [44] MARTINS I.S.M., SANTA MARIA P.E.L., SANTA MARIA F.C.M., In situ and laboratory tests in the Sarapui clay. Discussion. Soils and Rocks, Latin American Geotechnical Journal, 2006, Vol. 29, No. l.pp. 121-124.
  • [45] OLIVEIRA J.T.R., Piezocone tests in a soft clay test site in Recife (in Portuguese), M.Sc. Thesis, COPPE/UFRJ, Rio de Janeiro, 1991.
  • [46] ORTIGAO J.A.R., Geotechnical properties of a soft clay deposit of Fluminense Plains (in Portuguese), M.Sc. Thesis, COPPE/UFRJ, Rio de Janeiro, 1975.
  • [47] ORTIGAO J.A.R., A trial embankment on Sarapui soft clay (in Portuguese), D.Sc Thesis, COPPE/UFRJ, Rio de Janeiro, 1980.
  • [48] ORTIGAO J.A.R., COLLET H.B., Errors caused by friction in field vane tests, Proc, ASTM Int. Symp. on Laboratory and Field Vane Shear Strength Testing, Tampa, 1987, pp. 104-116.
  • [49] ORTIGAO J.A.R., WERNECK M.L.G., LACERDA W.A., Embankment failure on clay near Rio de Janeiro, Journal of Geotechnical Engineering, ASCE, 1983, Vol. 109, No. 11, pp. 1460-1479.
  • [50] ROCHA FlLHO P., ALENCAR J.A., Piezocone tests in the Rio de Janeiro soft clay deposit, Proc, XII ICSMFE, San Francisco, 1985, Vol. 2, pp. 859-862.
  • [51] SAMARA V., BARROS J.M.C., MARCO L.A.A., BELINCANTA A., WOLLE CM., Some properties of marine clays from Santos plains (in Portuguese), Proc, VII Braz. Conf. on SMFE, Recife, 1982, Vol. IV, pp. 301-318.
  • [52] SANDRONI S.S., BRUGGER P.J., ALMEIDA M.S.S., LACERDA W.A., Geotechnical properties of Ser gipe clay, Proc, Int. Symposium on Recent Developments in Soil and Pavement Mechanics, Rio de Janeiro, 1997, pp. 271-277.
  • [53] SANTOS J.A., Report on the Portuguese experience on load tests on piles. Part II: Horizontal loading (in Portuguese), Proc, XIII Braz. Conf. on SMGE, Curitiba, 2006, special issue, pp. 135-165.
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  • [55] SILLS G.C., ALMEIDA M.S.S., DANZIGER F.A.B., Coefficient of consolidation from piezocone dissipation tests in a very soft clay, Proc, IISOPT, Orlando, 1988, Vol. 2, pp. 967-974.
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  • [61] SOARES M.M., LUNNE T., ALMEIDA M.S.S., DANZIGER F.A.B., Dilatometer tests in soft clay (in Portuguese), Proc, VIII Braz. Conf. on SMFE, Porto Alegre, 1986, Vol. 2, pp. 89-98.
  • [62] SOARES M.M., LUNNE T., ALMEIDA M.S.S., DANZIGER F.A.B., Piezocone and dilatometer tests in a very soft Rio de Janeiro clay, Proc, Int. Symp. on Geotechnical Engineering of Soft Soils, Mexico City, 1986.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW6-0008-0033
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