... capacité de chargement des pieux ne montra aucune augmentation au cours du temps mais semblait subir un léger décroissement. Keywords clays earth pressure field tests piles pore pressures research Bond, A. J. & Jardine, R. J. (1991). GCotechnique 41, No. 3, 341-363 Effects of installing...

... numériques laissent supposer que la proximité des parois de la chambre est considérable pour les sables denses et moyens et qu'elle est observée aussi dans le cas des sables lâches. © 1991 Thomas Telford Ltd 1991 granular materials laboratory equipment research sands site investigation soil...

...G. C. Sills; S. J. Wheeler; S. D. Thomas; T. N. Gardner An extensive programme of research into the influence of undissolved gas bubbles on the behaviour of fine-grained onshore soils is reviewed. The programme has been based on the development of a laboratory technique for the preparation...

... par analyse différentielle pour une gamme de sols et de rochers, dont l'analyse combinée fournit des renseignements détaillés et significatifs sur le comportement des différents types d'eau présents dans nombre de matrices d'intérêt géologique. research rocks snow ice soil properties...

... to allow a bracketed estimate of the required retaining pressure. A comparison with centrifuge laboratory tests shows close agreement between the theoretical upper hound solutions and the face pressures at collapse measured experimentally. KEYWORDS: limit state design/analysis; plasticity; research; sands...

... par les contraintes isotropes et de cisaillement sur la rupture des particules. Les résultats des essais triaxiaux illustrent l'influence de cette rupture sur le comportement mécanique su sol. fabric structure of soils Offshore geotechnics research sands soil properties triaxial tests Coop...

...A. Bouazza; T. W. Finlay © 1990 Thomas Telford Ltd 1990 anchors model tests research sands Bouazza, A. & Finlay, T. W. (1990). GCotechnique 40, No. 2,293-297 TECHNICAL NOTE Uplift capacity of plate anchors buried in a two-layered sand A. BOUAZZA* and T. W. FINLAY* KEYWORDS: anchors...

... possible qu'une telle augmentation de capacité ne reproduise dans ces argiles dans le cas d'un chargement drainé © 1989 Thomas Telford Ltd 1989 field tests model tests offshore geotech-nits piles research Coop, M. R. & Wrath, C. P. (1989). GCotechnique 39, No. 4 679-696. Field studies...

... grille. © 1989 Thomas Telford Ltd 1989 friction reinforced soil research sands ...

...F. J. Griffiths; R. C. Joshi Gritliths, F. J. & Joshi, R. C. (1989). Gbtechnipe TECHNICAL NOTE 39, NO. 1,159-167 Change in pore size distribution due to consolidation of clays F. J. GRIFFITHS* and R. C. JOSHI* KEYWORDS: clays; consolidation; fabric/structures of soils; research; compressibility...

...R. S. Matthews; J. C. Boot © 1988 Thomas Telford Ltd 1988 friction laboratory equipment model tests research sands Matthews,R. S. & Boot,J. C. (1988).Giwtechnique 38, No. 2,311-315 To overcome frictional effects in a large scale plane strain apparatus R. S. MATTHEWS* and J. C. BOOT...

... 1988 field tests granular materials research sands site investigation Houlsby, G. T. & Hitchman, R. (1988). Gioique 38, No. I,3944 Calibration chamber tests of a cone penetrometer in sand G. T. HOULSBY* and R. HITCHMAN? The results of a series of tests using a cone penetrometer in sand...

.... These factors and the preliminary research indicating the likely influence of temperature are considered briefly. L'article examine la méthode généralement adoptée pour déterminer la teneur en SO₃, des sols. Elle est cependant insuffisante pour la série carbonifère aussi bien que pour d'autres...

...& crites. KEYWORDS: foundations; model tests; research; rock mechanics. INTRODUCTION The prediction of the performance of geotechnical materials and systems to applied forces and displacements can be very complex with many factors influencing the response. In the early days of each branch of geotechnical...