The Nanogranular Nature of Hydrated Porous Materials: Concrete, Shale and Bone

Franz-Josef Ulm

Department of Civil and Environmental Engineering
Massachusetts Institute of Technology
Cambridge, MA 02139


Abstract 

This presentation reviews recent developments in the field of indentation analysis of porous materials. The fundamental idea of the proposed approach is that it is possible to assess porous nanostructure and nanomechanical properties from the implementation of microporomechanics-based scaling relations for a large array of nanoindentation tests on heterogeneous materials. We illustrate the approach through selective results from the application of these techniques to concrete, bone and shale. The overall picture that emerges is that the poromechanical response of these materials is governed by their nanogranular nature for which Biot’s poromechanics theory is a formidable framework of analysis.