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- W604319073 abstract "The construction of high embankments on compressible soil lasts several months or even several years. To prevent failure, it is necessary to establish a load application programme for the subgrade. In-situ soil layers are subjected to a total variable pressure as a function of time. Stability studies and settlement forecasts are conducted based on the assumption of instantaneous loading, which does not take into account the real phenomena occurring during construction. The comparison of in-situ measurements in the forecasts is practically impossible. In order to obtain data on the evolution in pore pressure and settlement during loading time, it is necessary to study the consolidation under total variable load as a function of time. The first part of the article outlines the schiffman theory and the terzaghi approximate method. The second part describes the experimental study carried out at the angers laboratory on compressible soils. Full details are given of the instrumentation and main results obtained as regards evolution in settlement and pore pressure. Approximate formulae are proposed for solving basic problems. Results show that the terzaghi method gives an acceptable settlement value. The schiffman theory is verified during loading time as regards evaluation of the degree of consolidation. Attention is drawn to the fact that the last stages of loading can increase pore pressure greatly thus threatening the stability of the embankment. /TRRL/" @default.
- W604319073 created "2016-06-24" @default.
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- W604319073 date "1972-01-01" @default.
- W604319073 modified "2023-09-27" @default.
- W604319073 title "CONSOLIDATION UNDER VARIABLE LOAD SETTLEMENT AND PORE PRESSURE. THEORETICAL AND EXPERIMENTAL STUDY" @default.
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