Publication

Deformation of pores in viscoplastic soil material

Related publications (55)

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.

Deformation of pores in viscoplastic soil material

Graph Chatbot

Chat with Graph Search

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

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

Experimental quantification of 3D deformations in sensitive clay during stress-probing

Swelling and shrinkage of partially saturated gas shales: from laboratory tests to an effective stress framework

Benchmark study of undrained triaxial testing of Opalinus Clay shale: Results and implications for robust testing

On predicting pore fluid pressure changes in unsaturated porous media subject to undrained processes

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.

Brittle faulting of ductile rock induced by pore fluid pressure build‐up

Effective stress for unsaturated active clays and in-situ effective stress estimation methodology

On the mechanical behavior of expansive porous media with consideration on chemical effects