... capacity chalk driven pile fibre Bragg grating (FBG) sensors field tests time dependence Jardine et al. (2018 , 2019) review the considerable uncertainty that exists regarding the behaviour of piles driven in chalk and describe the design of the ALPACA (axial–lateral pile analysis...

... are greater than those covered by the original field tests, and hence are outside the evidence base for the empirical approach. To address this, full-scale field tests were carried out on three, 610 mm dia. circular hollow-section steel piles installed in a railway embankment at the High Marnham test track...

...R. B. Kelly; G. T. Houlsby; B. W. Byrne Laboratory tests applying vertical and moment loads to suction caissons founded in sand and clay have been conducted to simulate an equivalent series of field tests. The caissons used in the laboratory were 0·15 m, 0·2 m and 0·3 m in diameter, whereas those...

... variation fut notée en function des précipitations et de l'évapotranspiration. © 1992 Thomas Telford Ltd 1992 field instrumentation field tests earth pressure clays soil properties Brackley, 1. J. A. & Sanders, P. J. (1992). Gotechnique 42, No. 2, 443-451 In situ measurement of total natural...

... emplacements ou bien de pieux de diametre different dans les memes SOB. Cette methode a des implications d une grande portee pour les etudes, la construction et la technique des essais. KEYWORDS: analysis; bearing capacity; field tests; foundations; piles; settlement. INTRODUCTION In his Rankine Lecture...

... 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...

... à partir du piezocône hasée sur I'analyse différentiel-le finie de la dissipation de la pression de I'eau interstitielle. © 1991 Thomas Telford Ltd 1991 clays consolidation field tests finite elements plasticity stress analysis Teh, C. I. & Ho&by, G. T. (1991). G&technique 41, No. 1, 17-34...

... à partir d'essais triaxiaux drainés effectués sur la même matiere. © 1991 Thomas Telford Ltd 1991 clays field tests gravel laboratory equipment partial saturation shear tests Mirata, T. (1991). Gtotechnique 41, No. 1, 79-100 Development in wedge shear testing of unsaturated clays...

... obtained from the model are discussed and it is suggested that new methods of interpretation may be necessary if realistic properties are to be obtained from pressuremeter testing in soft rock. KEYWORDS: Finite elements, rocks, field tests, model tests. L article prbente un modkle P &ments finis qui d...

...D. Muir Wood Keywords analysis field tests stiffness strains tri-axial tests Muir Wood, D. (1990). Ghotechnique 40, No. 3,509-512 TECHNICAL NOTE Strain-dependent moduli and pressuremeter tests D. MUIR WOOD* KEYWORDS: analysis; field tests; stiffness; strains; triaxial tests...

... supérieure à celle mesurée sur des échantillons de laboratoire ayant un diametre de 51 mm. clays field tests permeability © 1990 Thomas Telford Ltd 1990 Chandler, R. J., Leroueil, S., & Trenter, N. A. (1990). Gbotechnique40, No. 1, 113-124 Measurements of the permeability of London Clay using...

... an increase in the radial effective stress. In the normally consolidated clay this was solely responsible for the large set-up of pile shaft capacity by comparison with that during installation. The same capacity increase may not be seen in these clays if loading were drained. KEYWORDS: field tests; model...

... quantifiées. © 1989 Thomas Telford Ltd 1989 keywords clays field tests shear strength time dependence Prapaharan, S., Chameau, J. L. & Holtz, R. D. (1989). G&technique 39, No. 4.615624 Effect of strain rate on undrained strength derived from pressuremeter tests S. PRAPAHARAN*, J. L. CHAMEAUT...

... field tests friction sands shear modulus site investigation Withers, N. J., Howie, J., Hughes, J. M. 0. & Robertson, P. K. (1989). GCotechnique 39, No. 3,433-454 Performance and analysis of cone pressuremeter tests in sands N. J. WITHERS*, J. HOWIET, J. M. 0. HUGHESf and P. K. ROBERTSON...

.... © 1989 Thomas Telford Ltd 1989 Keywords analysis field tests sands shear modulus site investigation stiffness Bellotti, R. et al. (1989). GLwtechnique39, No. 2,269-292 Interpretation of moduli from self-boring pressuremeter tests in sand R. BELLOTTI*, V. GHIONNAt, M. JAMIOLKOWSKIt, P...

.... The comparison between the calculated values of peak shear resistance and the results obtained from conventional laboratory triaxial tests shows good agreement. KEYWORDS: constitutive relations; field tests; sands; shear strength; strain; stress analysis L article prbente une mkthode numbrique trb simple pour...

...; earth pressure; field instrumentation; field tests; limit state design/analysis; pore pressures. Pour des murs de sout&ement encastrb dans de I argile la condition critique de la construction se prhnte normalement lorsque la pression d eau interstltlelle est arri&e & Nquilibre sous le nouveau r6gime de...

... Thomas Telford Ltd 1989 Case history deterioration field tests reinforced soil retaining walls Blight, G. E. & Djam, M. S. W. (1989).GCotechnique 39, No. 1,47-53 Deterioration of a wall complex constructed of reinforced earth G. E. BLIGHT* and M. S. W. DANE? A gravity separation plant...

..., to overcome the uplift resistance of the soil, were successfully determined from laboratory model tests where dimensional similarity was satisfied between model and prototype. The Sizewell and field test results were compared with predictions from centrifuge tests and finite element predictions which were...

... extension is described. KEYWORDS: case history; field tests; geology; site investigation. Le systeme Offset Wenner pour sondage &ctrique vertical fut d&velopp& afin de r&ire les effets parasites sur les courbes de sondage des rbultats des variations dans la rbistivitC du sol pr6-s de la surface. L article...