Parallel Sessions (PM2) Day 1 2 Hours
3:15 pm – 5:15 pm (CDT), UTC -5
Various talks held in parallel.
Session 1.3 Modeling and Characterization of Nonlinear Beahavior of Geomaterials
Chair Jose Andrade
216 Mechanical anisotropy of soft porous rocks – Julia Leuthold, Karlsruhe Institute of Technology
320 Micromechanical investigation of particle size effect of granular materials in biaxial test with DEM – Pei Wang, The Hong Kong Polytechnic University
353 Study of the gas impact on clayrock integrity with a second gradient model – Gilles Corman, University of Liege
334 Role of soil viscosity on diffusive instability and flowslide runout – Yanni Chen, Northwestern University
373 Modeling penetration of self-burrowing impactor probes into granular regolith using the cavity expansion theory – Mahdi Alaei Varnosfaderani, University of Manitoba
188 Numerical procedure to obtain the effective dynamic permeability of heterogeneous poroelastic media – Nicolas Daniel Barbosa, University of Lausanne
Session 2.3 Impact of Environmental Factors on Creep
Chair Mija Hubler
201 Numerical simulation of the effect of creep on the phase changes in concrete due to seawater exposition – Marinelle El Khoury, Centrale Nantes and Lebanese University
277 Impact of CO2 injection on poroviscoelastic behavior of reservoir rock – Roman Makhnenko, University of Illinois at Urbana-Champaign
264 Experimental investigation of the effects of high temperature and humidity on creep of prestressed concrete beams – Herman Koala
278 Modeling shrinkage and creep of biaxially prestressed concrete under varying temperature and relative humidity – Abudushalamu Aili, Nagoya University
174 Comprehensive experiments on time-dependent behavior of structural concrete subjected to drying and loading – Petr Havlasek, Czech Technical University Prague
Session 3.3 Life-time and Durability
Chair Mohammed Alnaggar
273 Implications of climate change on the lifetime of concrete infrastructure in the US – Naiara Tonin, University of Colorado at Boulder
322 Statistical reconstruction and numerical simulation of damage development in cemented aggregate structures – Haozhou He, Georgia Institute of Technology
388 EM technology in cementitious systems and their influence on durability – Paul Brumm, Technische Universität Bergakademie Freiberg
284 Experimentally-informed modelling of micromechanical properties of blast furnace slag cement pastes – Branko Avija, Delft University of Technology
410 Influence of loading frequency on micromechanics of concrete fatigue fracture – Keerthana Kirupakaran
Session 4.3 Poromechanics, Part 1
Chair Ange Akono
272 Voronoi-cell lattice models of plastic settlement of fiber-reinforced concrete – John Bolander, University of California, Davis
378 Effective pressure coefficient for porosity matters for compressibility coefficients – Gautier Njiekak, Centro de Investigación Científica y de Educación Superior de Ensenada
354 Quantification of root-induced shear on sand – Floriana Anselmucci, Université Grenoble Alpes
336 Hydro-mechanical analysis of tunneling in anisotropic ground: Effect of face advance on pore pressure evolution. – Lina Maria Guayacan-Carrillo, Ecole des Ponts ParisTech
356 Laboratory investigation of the transversely isotropic, stress dependent poroelastic properties of shale – Philipp Braun, Ecole des Ponts ParisTech
365 Measurements of anisotropic poroelastic moduli in Westerly granite – Bobby Elsigood, University College London
Session 5.3 Surface Effects
Chair Giuseppe Buscarnera
210 Coupling fluid adsorption with porous media deformation using classical density functional theory and enhanced poromechanics – Youssef Khaldouni, L’Université de Pau et des Pays de l’Adour
253 Confinement of a water fluid film during crystallization in a porous material – Antoine Barthes, L’Université de Pau et des Pays de l’Adour
298 A model of drying shrinkage that takes into account capillarity and surface adsorption effects – Matthieu Vandamme, Ecole des Ponts ParisTech
347 Determination of clay-water contact angle by deep learning enhanced method – Xiaoyu Song, University of Florida
316 Silica/Epoxy interface shear debonding: interlocking or van der Waals forces? Insights from molecular dynamics. – Koochul Ji, Samsung Fire and Marine Insurance
Session 6.3 Multiscale Approaches to Creep
Chair Gianluca Cusatis
297 Creep behavior of an over-consolidated clay in relation to the microstructure – Mahdia Hattab, Université de Lorraine
168 Effects of nanoscale C-S-H behavior on the properties of cement paste – Yige Zhang, University of Colorado Boulder
308 Mechanisms of aging basic creep explored using multiscale modeling – Brock Hedegaard, University of Minnesota Duluth
213 Image-based meso-scale modelling of basic creep of concrete – Sen Zhang, University of New South Wales, Sydney
382 Calibration of the viscoelastic behavior of polypropylene fiber reinforced concrete with the extended Lattice Discrete Particle Model approach – Clementina Del Prete, University of Bologna
247 A homogenization framework for inelastic layered porous materials – Shabnam J. Semnani, University of California, San Diego
Session 7.3 Performance of Geotechnical Systems and Structures
Chair Chloé Arson
205 LSM-DFN modeling for seismic responses in naturally-fractured media – Ning Liu, Beijing University of Chemical Technology
233 Elastic strain of chalk due to oil production – Ida Lykke Fabricius, Technical University of Denmark
368 Impact of ductile deformation in modifying the subsurface stress states in reservoir and fault zones. – Hiroki Sone, University of Wisconsin-Madison
408 Dynamic soil-structure interaction in the presence of liquefaction – Majid Manzari, The George Washington University
259 Including temperature in the effective stress equation a case study from the deep North Sea basin – Tobias Orlander, Technical University of Denmark
303 Simulation of landslide creep driven by coupled hydro-mechanical processes – Xiang Li, Northwestern University