Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: experimental observations

Undrained instability of very loose Host

Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 2: theoretical analysis using an elastoplasticity model

✍ Ph. Dubujet; T. Doanh 📂 Article 📅 1997 🏛 John Wiley and Sons 🌐 English ⚖ 166 KB

The characteristics of the loss of stability associated with the initiation of the static liquefaction phenomenon is obtained using the CJS model within the elastoplasticity framework. This model is based on the characteristic line concept. The determining factors involved in the prediction of this