Experimental analysis of concrete behavior under high confinement: Effect of the saturation ratio

By X. H. Vu, Y. Malecot, Laurent Daudeville, E. Buzaud. 2009

196 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanics of Materials, Ocean Engineering

View Paper: https://www.semanticscholar.org/paper/71406ce358b89706cda4a4bbc69f87abeefaff69

Citations in the corpus

• Lattice Discrete Particle Model (LDPM) for failure behavior of concrete. II: Calibration and validation (2011, unknown): “As a check, at least hydrostatic compression simulations were always performed with the assumed parameters, and it was checked that the numerical response was within the range of typical hydrostatic experimental data reported in the literature [12,17,28,29,13, 7,15,30,31] shown in Fig.”