Damage evolution, brittleness and solidification mechanism of cement soil and alkali-activated slag soil

Geng, Kaiqiang; Jaturapitakkul, Chai; Qin, Yuan; Xu, Zengguang; Cao, Jian; Zhou, Heng; Zhang, Xianwei

doi:10.1016/j.jmrt.2023.07.087

Cited by 19 publications

(1 citation statement)

References 61 publications

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“…As a rate-sensitive material, concrete will show different mechanical properties under impact load and static load 17 – 20 . And in the actual service environment, hydraulic concrete structures are inevitably subjected to dynamic loads such as ship strikes, underwater blasting, seismism and so on 21 – 24 . Therefore, it is of great significance to study the dynamic mechanical properties of concrete after water saturation for underwater blasting excavation, underwater building demolition and seismic safety assessment of large underwater buildings.…”

Section: Introductionmentioning

confidence: 99%

Impact toughness and dynamic constitutive model of geopolymer concrete after water saturation

Yan,

Yin,

Zhang

2024

Sci Rep

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The dynamic compression test of geopolymer concrete (GC) before and after water saturation was carried out by the split Hopkinson pressure bar (SHPB). And the effects of water saturation and strain rate on impact toughness of GC were studied. Based on Weibull statistical damage distribution theory, the dynamic constitutive model of GC after water saturation was constructed. The results show that the dynamic peak strain and specific energy absorption of GC have strain rate strengthening effect before or after water saturation. The impact toughness of GC decreases after water saturation. The size distribution of GC fragments has fractal characteristics, and the fractal dimension of GC fragments after water saturation is smaller than that before water saturation. The dynamic constitutive model based on Weibull statistical damage distribution theory can accurately describe the impact mechanical behavior of GC after water saturation, and the model fitting curves are in good agreement with the experimental stress–strain curves.

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