Evolution process of the microstructure of saline soil with different compaction degrees during freeze-thaw cycles

被引:122
作者
Shen, Jiejie [1 ]
Wang, Qing [1 ]
Chen, Yating [1 ]
Han, Yan [1 ]
Zhang, Xudong [2 ]
Liu, Yaowu [3 ]
机构
[1] Jilin Univ, Coll Construct Engn, Changchun 130026, Peoples R China
[2] Shanghai Univ, Dept Civil Engn, Shanghai 200444, Peoples R China
[3] China Renewable Energy Engn Inst, Beijing 100120, Peoples R China
基金
中国国家自然科学基金;
关键词
Saline soil; Microstructure; Freeze-thaw cycles; Compaction degree; Pore size distribution; Particle size distribution; PORE-SIZE DISTRIBUTION; MERCURY INTRUSION POROSIMETRY; WATER-RETENTION PROPERTIES; ENGINEERING PROPERTIES; MECHANICAL-PROPERTIES; REMOLDED LOESS; VOLUME CHANGES; PERMEABILITY;
D O I
10.1016/j.enggeo.2022.106699
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
For backfill projects in seasonally frozen regions, freeze-thaw and compaction are two critical factors that affect engineering safety by changing the soil structure. This study investigated the effects of freeze-thaw cycles on the microstructure characteristics of saline soil with different compaction degrees using mercury intrusion porosimetry (MIP), scanning electron microscopy (SEM), and laser particle size analysis (LPSA). The compacted soil samples show a bimodal pore size distribution (PSD). With an increase in the freeze-thaw cycles, the volume of intra-aggregate pores (<4 mu m) gradually decreases, while that of inter-aggregate pores (>4 mu m) varies with the density of soil samples. Furthermore, compaction has a decisive effect on the volume of inter-aggregate pores. Under the effect of freeze-thaw cycles, the void ratio of the low-density soil sample decreases, and the soil structure gradually becomes denser, showing thaw settlement deformation. However, in the high-density soil sample, the void ratio increases and the soil structure becomes loose, showing frost heaving deformation. Moreover, the freeze-thaw cycle also leads to the breakage of coarse particles and the aggregation of fine particles. Correspondingly, the soil structure type changes from a flocculent structure to a granular stacked structure and then to a cemented-aggregated structure. After 60 freeze-thaw cycles, the cracks are penetrated and the water migration channels are formed, the soil structures all reach a new equilibrium state. Meanwhile, the void ratios of different compacted soil samples are close to the same residual value. Test results suggest that there may be an optimal compaction degree between 90% and 95%, where the soil microstructure is least affected by freeze-thaw cycles. This study may provide theoretical guidance for the construction of backfill engineering projects in seasonally frozen regions from a micro-perspective.
引用
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页数:13
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