Search
CSV
RISDiscussion of “<i>Consolidation After Undrained Piezocone Penetration. I: Prediction</i>” by Mohsen M. Baligh and Jacques‐Noel Levadoux (July 1986)
Publisher: American Society of Civil Engineers
Micromechanics Modeling for Stress‐Strain Behavior of Granular Soils. II: Evaluation
Publisher: American Society of Civil Engineers
Abstract: A micromechanics‐based constitutive model for granular material is evaluated. The predicted stress‐strain behavior for idealized material is compared with that observed from experiments for sands. Under small strain ...
Micromechanics Modeling for Stress‐Strain Behavior of Granular Soils. I: Theory
Publisher: American Society of Civil Engineers
Abstract: Perceiving granular material as a collection of particles, a constitutive law for granular material is derived based on a micromechanics approach. The constitutive model takes into account the mechanisms of sliding and ...