[图书][B] Reliability and statistics in geotechnical engineering
GB Baecher, JT Christian - 2005 - books.google.com
Risk and reliability analysis is an area of growing importance in geotechnical engineering,
where many variables have to be considered. Statistics, reliability modeling and engineering …
where many variables have to be considered. Statistics, reliability modeling and engineering …
Simulation of random fields via local average subdivision
GA Fenton, EH Vanmarcke - Journal of Engineering Mechanics, 1990 - ascelibrary.org
A fast and accurate method of generating realizations of a homogeneous Gaussian scalar
random process in one, two, or three dimensions is presented. The resulting discrete …
random process in one, two, or three dimensions is presented. The resulting discrete …
Bearing-capacity prediction of spatially random c φ soils
GA Fenton, DV Griffiths - Canadian geotechnical journal, 2003 - cdnsciencepub.com
Les sols ayant des résistances au cisaillement variables dans l'espace sont modélisés au
moyen de la théorie de champ aléatoire et d'une analyse élasto-plastique en éléments finis …
moyen de la théorie de champ aléatoire et d'une analyse élasto-plastique en éléments finis …
Bearing capacity of spatially random soil: the undrained clay Prandtl problem revisited
DV Griffiths, GA Fenton - Geotechnique, 2001 - icevirtuallibrary.com
By merging elasto-plastic finite element analysis with random field theory, an investigation
has been performed into the bearing capacity of undrained clays with spatially varying shear …
has been performed into the bearing capacity of undrained clays with spatially varying shear …
A state-of-the-art report on computational stochastic mechanics
This state-of-the-art report assesses the current state of development of computational
procedures as utilized in stochastic mechanics. The theoretical developments and aspects …
procedures as utilized in stochastic mechanics. The theoretical developments and aspects …
Seepage beneath water retaining structures founded on spatially random soil
DV Griffiths, GA Fenton - Géotechnique, 1993 - icevirtuallibrary.com
The effect of stochastic soil permeability on confined seepage beneath water retaining
structures has been studied. Random field concepts for the generation of soil permeability …
structures has been studied. Random field concepts for the generation of soil permeability …
Influence of heterogeneity on the reliability and failure of a long 3D slope
MA Hicks, WA Spencer - Computers and Geotechnics, 2010 - Elsevier
The influence of heterogeneity of undrained shear strength on the performance of a long
slope cut in clay is investigated. Random field theory is used to model the heterogeneity and …
slope cut in clay is investigated. Random field theory is used to model the heterogeneity and …
Uncertainty reduction and sampling efficiency in slope designs using 3D conditional random fields
A method of combining 3D Kriging for geotechnical sampling schemes with an existing
random field generator is presented and validated. Conditional random fields of soil …
random field generator is presented and validated. Conditional random fields of soil …
Effects of spatial variability on soil liquefaction: some design recommendations
L'article analyse les effets de la variabilité spatiale des propriétés du sol sur le
comportement des dépôts de sol saturé soumis à une excitation sismique, et examine la …
comportement des dépôts de sol saturé soumis à une excitation sismique, et examine la …
Influence of soil strength spatial variability on the stability of an undrained clay slope by finite elements
DV Griffiths, GA Fenton - Slope stability 2000, 2000 - ascelibrary.org
An investigation has been performed into the stability of an undrained clay slope having
spatially randomly varying shear strength. The results of the study lead to a direct …
spatially randomly varying shear strength. The results of the study lead to a direct …