Publication

Non-isothermal plasticity model for cyclic behaviour of soils

Related publications (64)

About
Privacy
Disclaimer

Graph Chatbot

Chat with Graph Search

Ask any question about EPFL courses, lectures, exercises, research, news, etc. or try the example questions below.

DISCLAIMER: The Graph Chatbot is not programmed to provide explicit or categorical answers to your questions. Rather, it transforms your questions into API requests that are distributed across the various IT services officially administered by EPFL. Its purpose is solely to collect and recommend relevant references to content that you can explore to help you answer your questions.

Non-isothermal plasticity model for cyclic behaviour of soils

Graph Chatbot

Chat with Graph Search

Data-driven 1D wave propagation for site response analysis

Drained Clay-Pipe Interface Resistance at Low Normal Stresses and Elevated Temperatures

Modeling the mechanics and rheology of porous and granular media: an elastoplastic continuum approach

Pore-pressure coefficients for unsaturated soils: generalized effective stress approach

Life cycle environmental assessment of retaining walls in unsaturated soils

Failure mechanism of fine-grained soil-structure interface for energy piles

Data-driven numerical site response

Freezing-induced stiffness and strength anisotropy in freezing clayey soil: Theory, numerical modeling, and experimental validation

Drained Axial Pipe-Soil Resistance at Low Confinement Using Tilt Table and Direct Shear Tests

Discussion on "Experimental Deformation of Opalinus Clay at Elevated Temperature and Pressure Conditions: Mechanical Properties and the Influence of Rock Fabric" of Schuster, V., Rybacki, E., Bonnelye, A., Herrmann, J., Schleicher, AM, Dresen, G.