...K. S. Li, BSc(Eng), PhD © 1991 Thomas Telford Ltd 1991 Computation foundations stress analysis Li, K. S. (1991). Gotechnique 41, No. 3, 461-469 TECHNICAL NOTE A simple procedure for calculating vertical soil stress due to an arbitrarily shaped foundation K. S. LI, BSc(Eng), PhD...

...-dimensional representations of soil fabric. Specific examples that realistically replicate typical soil fabrics are presented. KEYWORDS: computation; fabric/structure of soils. Les principes fractaux fournissent un instrument t&s efftcace pour la representation des situations apparemment chaotiques a I aide...

... the determination of the soil s physical properties, and numerical modelling and the two-dimensional coupled partial differential equations describing combined heat and mass transfer have been solved without simpltication. KEYWORDS: computation; partial saturation; sands; soil properties; temperature. L article...

... exemples sont donnés de l'application de cette technique aux problèmes bidimensionnels et tridi-mensionnels sans contrainte latérale. © 1989 Thomas Telford Ltd 1989 Keywords computation finite elements seepage time dependence Cividini, A. & Gioda, G. GCotechnique (1989). No. 2, 251-267...

... and requires only a minimal amount of computer core storage. The accuracy of the iterative methods is compared with that of the direct method, and generally good agreement can be obtained. Field tests on the axial and flexural response of pile groups are studied and show that, in general, the computed response...

...S. Cavounidis Cavounidis,S.(1987)G. iotechnique37, No. 2, 207-210 TECHNICAL NOTE On the ratio of factors of safety in slope stability analyses S. CAVOUNIDIS* KEYWORDS: analysis; computation; slopes; stability. Some of the analyses of slope stability in three dimensions, for c, cp soil conditions...

...O. Hungr Hun& 0. (1987).Giotechnique37, No. 1, 113-117 An extension of Bishop s simplified method of slope stability analysis to three dimensions 0. HUNGR* KEYWORDS: analysis; computation; slopes; stability. A new algorithm for three-dimensional limit equilibrium slope stability analysis...

... times (although the proposed procedure is computationally superior and easier to use for all the cases examined by the Authors). The computational effort in this analysis, as with any other three-dimensional analysis, is quite large and makes the performance of a parametric study prohibitively expensive...

... pour p, ce qui souligne la grande utilite de la mCthode de la probabilitC. KEYWORDS: analysis; computation; design; earth pressure; limit state design; retaining walls. NOTATION unit cohesion of soil general constant i depth of pile penetration factor of safety factor of safety based on net moments...