Article : texte imprimé

Coupled use of cone tip resistance and small strain shear modulus to assess liquefaction potential

Debasis Roy, Auteur |

Dans Journal of geotechnical and geoenvironmental engineering (Vol. 134 N°4, Avril 2008)

Resistance against earthquake-related liquefaction is usually assessed using relationships between an index of soil strength such as normalized cone tip resistance and the cyclic resistance ratio (CRR) developed from observed field performance. [...]

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