233
Views
5
CrossRef citations to date
0
Altmetric
Articles

Approximate up-scaling of geo-spatial variables applied to deep foundation design

, , &
Pages 163-172 | Received 11 May 2010, Accepted 04 Dec 2010, Published online: 15 Feb 2011

References

  • AASHTO , 2004 . LRFD bridge design specifications . 3rd ed . American Association of State Highway and Transportation Officials , Washington, DC .
  • Babu , G.L.S. , Srivastava , A. and Murthy , D.S.N. 2006 . Reliability analysis of the bearing capacity of a shallow foundation resting on cohesive soil . Canadian Geotechnical Journal , 43 ( 2 ) : 217 – 223 .
  • Bayley , G.V. and Hammersley , J.M. 1946 . The ‘effective’ number of independent observations in an autocorrelated time series . Journal of Royal Statistical Society , 8 ( 1B ) : 184 – 197 .
  • Bowers , N.L. 1966 . Expansion of probability density functions as a sum of gamma densities with applications in risk theory . Transactions of Society of Actuaries , 18, 1, 52 : 125 – 137 .
  • Chilés , J.P. and Delfiner , P. 1999 . Geostatistics: modeling spatial uncertainty , New York : Wiley .
  • Cressie , N. 1993 . Statistics for spatial data , New York : Wiley .
  • Deutsch , C.V. 2002 . Geostatistical reservoir modeling , New York : Oxford University Press .
  • Deutsch , C.V. , 2004 . A statistical resampling program for correlated data: spatial_bootstrap . Center for Computational Geostatistics Annual Report 6 . Edmonton, AB : University of Alberta , 9 .
  • Efron , B. and Tibshirani , R.J. 1998 . An introduction to the bootstrap , New York : CRC Press .
  • FDOT , 2006 . Appendix A . In: Soils and foundation handbook . Tallahassee, FL, Florida Department of Transportation , Gaine sville, FL 146 – 155 .
  • FDOT , 2009 . Modification of LRFD resistance factors based on site variability . Florida Department of Transportation, Final Project Report BD545-76 . http://www.dot.state.fl.us/research-center/Completed_StateMaterials.shtm [accessed 8 January]
  • Fenton , G.A. and Griffiths , D.V. 2002 . Probabilistic foundation settlement on spatially random soil . Journal of Geotechnical and Geoenvironmental Engineering , 128 ( 5 ) : 381 – 390 .
  • Fenton , G.A. and Griffiths , D.V. 2003 . Bearing-capacity prediction of spatially random c – ϕ soils . Canadian Geotechnical Journal , 40 ( 1 ) : 54 – 65 .
  • Fenton , G.A. and Griffiths , D.V. 2005 . Three-dimensional probabilistic foundation settlement . Journal of Geotechnical and Geoenvironmental Engineering , 131 ( 2 ) : 232 – 239 .
  • Fenton , G.A . and Griffiths , D.V. , 2007 . Reliability-based deep foundation design . Probabilistic Applications in Geotechnical Engineering, Geotechnical Specialty Publication No. 170 , Denver, CO : ASCE .
  • Fenton , G.A. , Griffiths , D.V. and Cavers , W. 2005 . Resistance factors for settlement design . Canadian Geotechnical Journal , 42 ( 5 ) : 1422 – 1436 .
  • Fenton , G.A. , Griffiths , D.V. and Zhang , X.Y. 2008 . Load and resistance factor design of shallow foundations against bearing failure . Canadian Geotechnical Journal , 45 ( 11 ) : 1556 – 1571 .
  • Foye , K.C. , Salgado , R. and Scott , B. 2006 . Assessment of variable uncertainties for reliability-based design of foundations . Journal of Geotechnical and Geoenvironmental Engineering , 132 ( 9 ) : 1197 – 1207 .
  • Goovaerts , P. 1997 . Geostatistics for natural resources evaluation , New York : Oxford University Press .
  • Gotway , C.A. and Young , L.G. 2002 . Combining incompatible spatial data . Journal of the American Statistical Association , 97 ( 458 ) : 632 – 648 .
  • Haldar , S. and Babu , G.L.S. 2008 . Load resistance factor design of axially loaded pile based on load test results . Journal of Geotechnical and Geoenvironmental Engineering , 134 ( 8 ) : 1106 – 1117 .
  • Hall , P. 1992 . The bootstrap and Edgeworth expansion , Springer : New York .
  • Isaaks , E.H. and Srivastava , R.M. 1989 . An introduction to applied geostatistics , New York : Oxford University Press .
  • Journel , A.G. and Huijbregts , C.J. 1978 . Mining geostatistics , New York : Oxford University Press .
  • Kitanidis , P.K. 1997 . Introduction to geostatistics: applications to hydrogeology , Cambridge : Cambridge University Press .
  • Klammler , H. , McVay , D. and Lai , P. 2010 . Influence of spatially variable skin friction on single drilled shaft capacity and LRFD resistance factors . Journal of Geotechnical and Geoenvironmental Engineering , 136 ( 8 ) : 1114 – 1123 .
  • Krishnamoorthy , K. 2006 . Handbook of statistical distributions with applications , New York : Chapman & Hall .
  • Paice , G.M. , Griffiths , D.V. and Fenton , G.A. 1996 . Finite element modeling of settlements on spatially random soil . Journal of Geotechnical Engineering , 122 ( 9 ) : 777 – 779 .
  • Pardo-Iguzquiza , E. and Dowd , P.A. 2004 . Normality tests for spatially correlated data . Mathematical Geology , 36 ( 6 ) : 659 – 681 .
  • Petrov , V.V. 1975 . Sums of independent random variables , Springer : New York .
  • Phoon , K.K. and Kulhawy , F.H. 1999a . Characterization of geotechnical variability . Canadian Geotechnical Journal , 36 ( 4 ) : 612 – 624 .
  • Phoon , K.K. and Kulhawy , F.H. 1999b . Evaluation of geotechnical variability . Canadian Geotechnical Journal , 36 ( 4 ) : 625 – 639 .
  • Phoon , K.K. , Kulhawy , F.H. and Grigoriu , M.D. 2003 . Development of a reliability-based design framework for transmission line structure foundations . Journal of Geotechnical and Geoenvironmental Engineering , 129 ( 9 ) : 798 – 806 .
  • Popescu , R. , Deodatis , G. and Nobahar , A. 2005 . Effects of random heterogeneity of soil properties on bearing capacity . Probabilistic Engineering Mechanics , 20 ( 4 ) : 324 – 341 .
  • Santos Filho , J.C.S. , Cardieri , P. and Yacoub , M.D. 2005 . Simple accurate lognormal approximation to lognormal sums . Electronic Letters , 21 ( 18 ) : 1016 – 1017 .
  • Vargaz-Guzmán , J.A. 2005 . Change of support of transformations: conservation of lognormality revisited . Mathematical Geology , 37 ( 6 ) : 551 – 567 .
  • Zhang , L.M. , Tang , W.H. and Ng , C.W.W. 2001 . Reliability of axially loaded driven pile groups . Journal of Geotechnical and Geoenvironmental Engineering , 127 ( 12 ) : 1051 – 1060 .
  • Zhang , L.M. , Xu , Y. and Tang , W.H. 2008 . Calibration of models for pile settlement analysis using 64 load tests . Canadian Geotechnical Journal , 45 ( 1 ) : 59 – 73 .

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.