Generalized numerical integration of momentsGRIFFITHS, D. V.International journal for numerical methods in engineering. 1991, Vol 32, Num 1, pp 129-147, issn 0029-5981, 19 p.Article

A chart for estimating the average vertical stress increase in an elastic foundation below a uniformly loaded rectangular area = Abaque pour l'évaluation de l'accroissement moyen de contrainte verticale dans une fondation élastique située en dessous d'une zone rectangulaire chargée uniformémentGRIFFITHS, D. V.Canadian geotechnical journal. 1984, Vol 21, Num 4, pp 710-713, issn 0008-3674Article

Advantages of consistent over lumped methods for analysis of beams on elastic foundations = Avantages de méthodes distribuées, par rapport aux méthodes concentrées, pour le calcul de poutres sur sol élastiqueGRIFFITHS, D. V.Communications in applied numerical methods. 1989, Vol 5, Num 1, pp 53-60, issn 0748-8025Article

An iterative method for plastic analysis of framesGRIFFITHS, D. V.Computers & structures. 1988, Vol 30, Num 6, pp 1347-1354, issn 0045-7949Article

Rationalized charts for the method of fragments applied to confined seepage = Graphiques sans dimension pour l'évaluation de la quantité d'eau de percolation par la méthode des fragmentsGRIFFITHS, D. V.Geotechnique. 1984, Vol 34, Num 2, pp 229-238, issn 0016-8505Article

Seepage beneath unsymmetric cofferdamsGRIFFITHS, D. V.Geotechnique. 1994, Vol 44, Num 2, pp 297-305, issn 0016-8505Article

Failure criteria interpretation based on Mohr- Coulomb friction = Interprétation des critères de rupture basée sur Mohr-CoulombGRIFFITHS, D. V.Journal of geotechnical engineering. 1990, Vol 116, Num 6, pp 986-999, issn 0733-9410, 14 p.Article

Treatment of skew boundary conditions in finite element analysisGRIFFITHS, D. V.Computers & structures. 1990, Vol 36, Num 6, pp 1009-1012, issn 0045-7949, 4 p.Article

Stability of earth slopes. Part II: three dimensional analysis in closed-formPANTELIDIS, Lysandros; GRIFFITHS, D. V.International journal for numerical and analytical methods in geomechanics (Print). 2013, Vol 37, Num 13, pp 1987-2004, issn 0363-9061, 18 p.Article

Integrating Eurocode 7 (load and resistance factor design) using nonconventional factoring strategies in slope stability analysisPANTELIDIS, Lysandros; GRIFFITHS, D. V.Canadian geotechnical journal. 2014, Vol 51, Num 2, pp 208-216, issn 0008-3674, 9 p.Article

Profiles of steady-state suction stress in unsaturated soilsNING LU; GRIFFITHS, D. V.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 10, pp 1063-1076, issn 1090-0241, 14 p.Article

Stability Assessment of Slopes Using Different Factoring StrategiesPANTELIDIS, Lysandros; GRIFFITHS, D. V.Journal of geotechnical and geoenvironmental engineering. 2012, Vol 138, Num 9, pp 1158-1160, issn 1090-0241, 3 p.Article

Observations on the extended Matsuoka-Nakai failure criterionGRIFFITHS, D. V; JINSONG HUANG.International journal for numerical and analytical methods in geomechanics (Print). 2009, Vol 33, Num 17, pp 1889-1905, issn 0363-9061, 17 p.Article

Synthetic and stereochemical studies of the octahydro-1-benzopyran systemGRIFFITHS, D. V; WILCOX, G.Perkin transactions. 2. 1988, Num 4, pp 431-436, issn 0300-9580Article

Numerical Modeling of Pore Pressure Influence on Fracture Evolution in Brittle Heterogeneous RocksWANG, S. Y; SLOAN, S. W; FITYUS, S. G et al.Rock mechanics and rock engineering. 2013, Vol 46, Num 5, pp 1165-1182, issn 0723-2632, 18 p.Article

Three-dimensional slope stability analysis by elasto-plastic finite elementsGRIFFITHS, D. V; MARQUEZ, R. M.Geotechnique. 2007, Vol 57, Num 6, pp 537-546, issn 0016-8505, 10 p.Article

Resistance factors for settlement designFENTON, Gordon A; GRIFFITHS, D. V; CAVERS, W et al.Canadian geotechnical journal. 2005, Vol 42, Num 5, pp 1422-1436, issn 0008-3674, 15 p.Article

Probabilistic slope stability analysis by finite elementsGRIFFITHS, D. V; FENTON, Gordon A.Journal of geotechnical and geoenvironmental engineering. 2004, Vol 130, Num 5, pp 507-518, issn 1090-0241, 12 p.Article

Probabilistic foundation settlement on spatially random soilFENTON, Gordon A; GRIFFITHS, D. V.Journal of geotechnical and geoenvironmental engineering. 2002, Vol 128, Num 5, pp 381-390, issn 1090-0241Article

Observations on two- and three-dimensional seepage through a spatially random soilGRIFFITHS, D. V; FENTON, G. A.ICASP Conference. 1996, pp 65-70, isbn 90-5410-563-1Conference Paper

Enhanced visualization of failure mechanisms by finite elementsGRIFFITHS, D. V; KIDGER, D. J.Computers & structures. 1995, Vol 55, Num 2, pp 265-268, issn 0045-7949Article

In situ stress determination from inversion of hydraulic fracturing dataJINSONGHUANG; GRIFFITHS, D. V; WONG, Sau-Wai et al.International journal of rock mechanics and mining sciences (1997). 2011, Vol 48, Num 3, pp 476-481, issn 1365-1609, 6 p.Article

Probabilistic Analysis of Coupled Soil ConsolidationJINSONG HUANG; GRIFFITHS, D. V; FENTON, Gordon A et al.Journal of geotechnical and geoenvironmental engineering. 2010, Vol 136, Num 3, pp 417-430, issn 1090-0241, 14 p.Article

Observations on the computation of the bearing capacity factor N_γ by finite elementsWOODWARD, P. K; GRIFFITHS, D. V.Geotechnique. 1998, Vol 48, Num 1, pp 137-141, issn 0016-8505Article

Bearing-capacity prediction of spatially random c - ø soilsFENTON, Gordon A; GRIFFITHS, D. V.Canadian geotechnical journal. 2003, Vol 40, Num 1, pp 54-65, issn 0008-3674, 12 p.Article