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contributor authorLian Duan
contributor authorWei Zhou
contributor authorGaogui Guo
contributor authorXianchen Wu
date accessioned2022-05-07T20:13:21Z
date available2022-05-07T20:13:21Z
date issued2022-04-19
identifier other(ASCE)MT.1943-5533.0004269.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282143
description abstractA numerical framework to study the morphology change of microstructure and ionic diffusivity of leached cement pastes is proposed. According to a two-scale microstructure model, the leached cement paste in the course of portlandite dissolution and C─ S─ H decalcification is modeled. In contrast to recent leaching studies that used particle-based microstructure models to analyze micrometer-sized structures, the novel aspect of this study is the consideration of capillary pores with sizes ranging from tens of nanometers to several micrometers. The evolving microstructure was coupled with the random walk algorithm to calculate diffusion properties in capillary and gel pores of cement pastes during leaching and hydration. Results were in general accord with the reported data from leaching experiments and other simulations. The rarely discussed relationships the simulated 3D microstructure and the ionic diffusivity of leached cement pastes are investigated. In particular, the pore structure, which has different degradation characteristics in each leaching stage, affects the ionic diffusivity variously. The proposed framework has potential as a tool for multiscale simulation of leaching concrete.
publisherASCE
titleSimulation of Microstructure and Ionic Diffusivity for Leached Cement Pastes
typeJournal Paper
journal volume34
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004269
journal fristpage04022118
journal lastpage04022118-11
page11
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 007
contenttypeFulltext


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