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- W2000937196 abstract "This case study presents the design, operation and evaluation of a soil improvement project using vertical drains in conjunction with a surcharge fill for preloading the soil for the construction of a 370 m long quay wall. Although the technique was assumed feasible for the soil material, no significant effects of soil improvement were measured. Settlement, pore water pressure and spectral analysis of surface waves (SASW) measurements before, during and after the loading showed no extreme increase in density or stiffness parameters. An explanation for this behaviour is thought to be the underestimation of the stiffness and preloading stress of the softer layers. L'étude de cas présente la conception, la réalisation et l'évaluation d'un projet d'amélioration des sols au moyen de la méthode de préchargement avec drains verticaux pour la construction d'un quai de 370 m de longueur. Quoique la technique soit supposée applicable, aucuns effets significatifs d'amélioration n'étaient mesurés. Mesures de tassements de consolidation, des pressions interstitielles et des vitesses d'onde par la technique SASW pendant, durant et après le chargement n'indiquent d'augmentation importante de densité. L'explication de ce comportement peut ê tre la sous-estimation de la rigidité et de la contrainte de préconsolidation des couches les plus molles." @default.
- W2000937196 created "2016-06-24" @default.
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- W2000937196 date "2002-01-01" @default.
- W2000937196 modified "2023-09-26" @default.
- W2000937196 title "Evaluation of a preloading consolidation: a case study" @default.
- W2000937196 doi "https://doi.org/10.1680/grim.2002.6.4.169" @default.
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