...Yuepeng Dong; Andrew J. Whittle The ground response during diaphragm wall panel installation is strongly affected by the support slurry pressure, and by the subsequent lateral pressures during the tremie placement and set-up of wet concrete. The support slurry pressure can be reliably assumed...

... ′ ( cos   δ + sin   2 ϕ ′ − sin   2 δ ) That is, (4) σ x x ′ = s 1 ′ cos   δ ( cos   δ + sin 2 ϕ ′ − sin 2 δ ) 29 03 2006 22 03 2006 © 2007 Thomas Telford Ltd 2007 diaphragm walls...

... exactement le comportement aux étapes suivantes. Les données mesurées sont également utilisées pour optimiser les travaux d'excavation aux différentes étapes. © 1994 Thomas Telford Ltd 1994 basements case history diaphragm walls earth pressure excavation field instrumentation Ikuta, Y...

...P. G. Shotton © 1992 Thomas Telford Ltd 1992 construction diaphragm walls piles reinforced soil retaining walls Shotton, P. G. (1992). G&echnique 42, No. 1, 143-150 TECHNICAL NOTE Improved techniques for the construction of retaining walls and piles with particular reference to top...

...M. J. Gunn; C. R. I. Clayton Gum, M. J. & Clayton, C. R. I. (1992). Gtfotechnique42, No. 1, 137-141 TECHNICAL NOTE Installation effects and their importance in the design of earth-retaining structures M. J. GUNN* and C. R. I. CLAYTON* KEYWORDS: design; diaphragm walls; finite elements; retaining...

... 2. Les résultats de l'étude indiquent qu'une certaine réduction du moment de flexion calculé par la méthode d'équilibre limite peut alors être justifrée. Diaphragm walls earth pressure finite elements retaining walls soil-structure interaction Fourie, A. B. & Potts, D. M. (1989...

... of a cantilever diaphragm wall in London clay constructed on the A329(M) near Reading, Berkshire. Lateral stresses acting on the wall were determined from push-in spade cells, from in situ tests using the Camkometer and the Marchetti dilatometer, and from laboratory measurements of soil capillary pressure...

... la définition de combinaisons strictes mais réalistes des influences. diaphragm walls deformation centrifuge modelling soil–structure interaction design time dependence Bolton, M. D. & Powrie, W. (1988) GLmechnique 38, No. 2, 167-189 Behaviour of diaphragm walls in clay prior to collapse M...

... lorsque le frottement centre les murs est maximum. centrifuge modelling clays design diaphragm walls failure stress analysis Bolton, M. D. & Powrie, W. (1987). GCorechnique 37, No. 3, 335-353 The collapse of diaphragm walls retaining clay M. D. BOLTON* and W. POWRIEt Five centrifugal model...