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Test 02-0176SSLLG_B91Résultats BAELFlècheNote de calcul02-0176SSLLB_B91 Note de calcul V10.2.doc94
Test 02-0176SSLLB_B912.44.5. Fiche de résultatsValeurs caractéristiques de la poussée des terresHauteur d’influence du talus ou de la surcharge :Résultats théorique [m] Résultats ARCHE [m] Ecart [%]z = -0,14 - -z = +0,50 - -Valeur de la poussée aux points caractéristiques :Résultats théorique [kPa] Résultats ARCHE [kPa] Ecart [%]z = -1,70 m 0 0 0%z = -0,14 m 13.7 14.75 7.66%z = 0,50- m 18 18.1 26.53%z = 0,50+ m 24,5 27.5 12.5%z = 5,00 m 54,2 58.6 8.14%Nota : z = 0,00 m en tête de mur.95
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Projet utilisé pour la couverture
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Guide de validation OMD2.53. Test n
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Guide de validation OMD1. INTRODUCT
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Guide de validation OMD1.2. Exemple
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Guide de validation OMDLogiciel Mod
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Test 01-0079SSLLB_B91ArmaturesMomen
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Test 01-0079SSLLB_B91Section d’ac
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Test 01-0081SSLLB_B91Avec les coeff
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Page 88 and 89: Test 02-0176SSLLG_B91avec k aH = ka
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Test n° 06-0209SSLLB_DTU133Calcul
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Test n° 06-0213SSLLB_DTU133Chargem
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