Effects of dry-wet cycles on compacted loess: from macroscopic to microscopic investigation

介观物理学 材料科学 黄土 大孔隙 微观结构 岩土工程 合并(业务) 含水量 复合材料 地质学 介孔材料 化学 生物化学 物理 会计 量子力学 地貌学 业务 催化作用
作者
Yongpeng Nie,Wankui Ni,Xiang‐fei Lü
出处
期刊:European Journal of Environmental and Civil Engineering [Taylor & Francis]
卷期号:28 (6): 1370-1393 被引量:12
标识
DOI:10.1080/19648189.2023.2254829
摘要

AbstractTo investigate the response mechanism of mechanical properties for compacted loess to dry-wet cycles, multi-scale tests including direct shear, consolidation compression, crack quantification, SEM, NMR and XRD were designed and performed on samples from 0 to 9 cycles. The results indicate that both the shear strength and overall compressibility deteriorate substantially after the first dry-wet cycle and stabilize after five cycles. Meanwhile, mesoscopic cracks appear on the loess surface during the initiation, propagation and equilibrium phases, accompanied by a growth in the crack ratio, as well as a more chaotic crack distribution with cycles. The penetration of the pore space during repeated dry-wet leads to a decrease in the volume of micropores and small pores and an increase in that of mesopores and macropores. Additionally, particle rounding and orientation are slightly enhanced and the soil microstructure becomes more fragmented. Furthermore, the relative content of the primary minerals has grown insignificantly after performing the dry-wet cycles, while the clay minerals and soluble salts content has decreased inconsiderably. The deterioration of the macroscopic mechanical properties of compacted loess can be considered as the comprehensive manifestation of irreversible fatigue damage to its microscopic and mesoscopic structures induced by dry-wet cycles.Keywords: Compacted loessdry-wet cyclesmechanical propertiescracksmicrostructure Disclosure statementNo potential conflict of interest was reported by the author(s).Data availability statementThe data of this study are available from the corresponding author upon reasonable request.Additional informationFundingThe research described in this paper was financially supported by the Key Program of the National Natural Science Foundation of China (Grant No. 41931285) and the Key Research and Development Program of Shaanxi Province (Grant No. 2019ZDLSF05-07). These supports are greatly appreciated.
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