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n° de chargement 1 2 3 charge appliquée (kg) 1 2 4 contrainte(pa) 3205 6410 12820 tassement aux temps: 15 s 0.17 0.38 0.7 30s 0.185 0.39 0.72 1 mn 0.195 0.4 0.741 2mn 0.215 0.418 0.768 4 mn 0.235 0.44 0.899 8 mn 0.26 0.471 0.834 10mn 0.27 0.482 0.846 15 mn 0.29 0.502 0.861 hauteur finale de l'échantillon 19.71 19.498 19.139 indice des vides e=(h/hp)-1 0.37352 0.35875 0.33373 log(contrainte effective) 3.506 3.807 4.108 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 0.16 0.18 dH

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Feuil1n de chargement12345charge applique (kg)124816contrainte(pa)32056410128202564051280tassement aux temps:15 s0.170.380.71.1481.6830s0.1850.390.721.171.721 mn0.1950.40.7411.1881.7452mn0.2150.4180.7681.221.7854 mn0.2350.440.8991.2551.8318 mn0.260.4710.8341.2951.87810mn0.270.4820.8461.3071.8915 mn0.290.5020.8611.331.911hauteur finale de l'chantillon19.7119.49819.13918.6718.089indice des vides e=(h/hp)-10.373520.358750.333730.301050.26056log(contrainte effective)3.5063.8074.1084.4094.710

3.26.4112.823200641012820sigma=6606,93Cc=0,067 Mpa^-1Cs=0,034 Mpa^-1E=3,64 Mpa

log(t)tassement150.17300.015600.011200.022400.024800.0256000.019000.02effet d'echelle

Feuil2log(contrainte effective)3.5063.8074.1084.4094.710Indice des vides e=(h/hp)-10.3740.3590.3340.3010.261contrainte(pa)32056410128202564051280indice des vides e=(h/hp)-10.3740.3590.3340.3010.261sigma p v11000pacc0.137cs0.04Eoed7450 pa

e0

Feuil3