2000
DOI: 10.1016/s0266-352x(99)00043-9
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Reliability with respect to settlement limit-states of shallow foundations on linearly-deformable subsoil

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Cited by 54 publications
(14 citation statements)
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“…This trend is to be expected (e.g. [32]) since with positive correlation c 0 and tan / 0 are both either small, or large at the same time, resulting in a relatively greater probability of failure.…”
Section: Influence Of Cross-correlationmentioning
confidence: 56%
“…This trend is to be expected (e.g. [32]) since with positive correlation c 0 and tan / 0 are both either small, or large at the same time, resulting in a relatively greater probability of failure.…”
Section: Influence Of Cross-correlationmentioning
confidence: 56%
“…Because of the above and the fact that automated probabilistic calculations performed by means of COMREL [18] software often produce false results due to the effect of a 'false' branch of a parabola, described by Bauer and Puła 2000 [19,20] a standard response surface model in the form of a full parabola used for analysing pile load test results basically fails.…”
Section: Response Surface As a Full Parabolamentioning
confidence: 99%
“…Many studies are available considering soil variability in the settlement analysis of foundations. Some of these include Vanmarcke (1977), Baker (1984), Righetti and Harrop-Williams (1988), Baker et al (1989), Baker and Zeitoun (1990), Zeitoun and Baker (1991), Mahmoud and El Tawil (1992), Paice et al (1996), Yeh and Rahman (1998), Kulhawy (1999a, 1999b), Bauer and Pula (2000), Guo and Weitsman (2002), Fenton and Griffiths (2002), Sivakugan and Johnson (2004), , , Niandou and Breysse (2007), Kashyap (2008, 2009), Fenton (2009), Jimenez andSitar (2009), Table 1 Summary of literature pertaining to deterministic analysis of shallow foundations on layered soil…”
Section: Stochastic Analysismentioning
confidence: 99%