... penetrometer test. Experimental and numerical data suggest that the effect of the proximity of the chamber boundaries is significant for dense and medium sand, and is observed even for loose sand. KEYWORDS: granular materials; laboratory equipment; research; sands; site investigation; soil properties. - Les...

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

...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. © 1991 Thomas Telford Ltd 1991 research rocks...

... expérimentalement à la rupture. © 1990 Thomas Telford Ltd 1990 limit state design analysis plasticity research sands stability tunnels Lea, E. & Domieux, L. (1990). Giotechnique 40, No. 4, 58146 Upper and lower bound solutions for the face stability of shallow circular tunnels in frictional...

...; OK&ore geotechnics; research; sands; soil properties; triaxial tests. Le comportement m&canique d un sable carbonati biogenique typique a &i! 6tudii par des essais triaxiaux i pression normale et aussi P des pressions Blev6es jusqu i 8 MPa. Cet article pr&ente les r& sultats des essais indiquant que...

...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...

... tests; offshore geotechnits; piles; research. Un pieu-modkle instrumenti! a ktk employk pour Ctudier le comportement fondamental des pieux en acier cylindriques battus dans des sols argileux. L article prbente des don&es obtenues sur deux sites d essais, I un avec de I argile trb surconsolidke et I...

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

...F. J. Griffiths; R. C. Joshi © 1989 Thomas Telford Ltd 1989 clays consolidation fabric/structures of soils research compressibility 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...

...R. S. Matthews; J. C. Boot 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* KEYWORDS: friction; laboratory equipment; model tests; research; sands. NOTATION E Young s modulus...

... 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...

... tests research rock mechanics JOHNSTONI,. W. & CHOI,S. K. (1986). Gkmxhnique 36, No. 2,251-263 A synthetic soft rock for laboratory model studies I. W. JOHNSTON* and S. K. CHOIt To overcome the significant experimental scatter and highly variable performance observed with model studies...