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Matthieu Vandamme

Researcher at École des ponts ParisTech

Publications -  100
Citations -  4586

Matthieu Vandamme is an academic researcher from École des ponts ParisTech. The author has contributed to research in topics: Creep & Coal. The author has an hindex of 26, co-authored 91 publications receiving 3623 citations. Previous affiliations of Matthieu Vandamme include École Normale Supérieure & Centre national de la recherche scientifique.

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Statistical indentation techniques for hydrated nanocomposites: concrete, bone, and shale

TL;DR: In this paper, statistical indentation analysis techniques are used to identify intrinsic and structural sources of anisotropy of hydrated nanoparticles: calcium-silicate-hydrate (C-S-H), apatite, and clay.
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Nanogranular origin of concrete creep.

TL;DR: In situ creep behavior of calcium–silicate–hydrates (C–S–H), the nano-meter sized particles that form the fundamental building block of Portland cement concrete, is measured and it is demonstrated that the creep rate is likely due to the rearrangement of nanoscale particles around limit packing densities following the free-volume dynamics theory of granular physics.
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Surface Roughness Criteria for Cement Paste Nanoindentation

TL;DR: In this paper, the root-mean-squared (RMS) roughness of the sample, taken over a square area with edge dimensions of 200 times the average indentation depth of the dominating phase of the material, should be less than five times.
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A Coupled Nanoindentation/SEM‐EDS Study on Low Water/Cement Ratio Portland Cement Paste: Evidence for C–S–H/Ca(OH)2 Nanocomposites

TL;DR: In this paper, a low water/cement ratio (w/c=0.20) hydrated Portland cement paste was analyzed by grid-indentation coupled with ex situ scanning electron microscope-energy-dispersive X-ray spectra (SEM-EDS) analysis at each indentation point.
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Nanogranular packing of C–S–H at substochiometric conditions

TL;DR: In this paper, the authors present a comprehensive nanoindentation investigation of cement pastes prepared at substoichiometric water-to-cement (w/c) mass ratios between 0.15 and 0.4 with and without heat treatment.