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On-line Access: 2025-01-02
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Soil particle–fluid interaction problems in geotechnical engineering oriented towards sustainability
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Jie YANG, Zhen-Yu YIN, Ming XIAO. Soil particle–fluid interaction problems in geotechnical engineering oriented towards sustainability[J]. Journal of Zhejiang University Science A, 2024, 25(12): 971-973.
@article{title="Soil particle–fluid interaction problems in geotechnical engineering oriented towards sustainability",
author="Jie YANG, Zhen-Yu YIN, Ming XIAO",
journal="Journal of Zhejiang University Science A",
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year="2024",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A24ED002"
}
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Abstract:
[1]LiX, ChenHQ, SuD, et al., 2024. Effect of dry–wet cycles on the mechanical properties and microscopic characteristics of fine breccia soil from karst areas. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 25(12):974-990.
[2]NieSK, LiuPF, ChenKX, et al., 2024. Permeability of structured porous media: numerical simulations and microfluidic models. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 25(12):1018-1036.
[3]SuY, ZhangY, DuanJY, et al., 2024. Investigation on the resilient modulus of soil mixture at various water contents and coarse grain contents under train moving loads. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 25(12):1006-1017.
[4]WangP, GeY, WangT, et al., 2023. CFD-DEM modelling of suffusion in multi-layer soils with different fines contents and impermeable zones. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 24(1):6-19.
[5]WangT, WangP, YinZY, et al., 2022. DEM-DFM modeling of suffusion in calcareous sands considering the effect of double-porosity. Computers and Geotechnics, 151:104965.
[6]YangJ, YinZY, LaouafaF, et al., 2019. Modeling coupled erosion and filtration of fine particles in granular media. Acta Geotechnica, 14(6):1615-1627.
[7]YangJ, LiuY, YagizS, et al., 2021. An intelligent procedure for updating deformation prediction of braced excavation in clay using gated recurrent unit neural networks. Journal of Rock Mechanics and Geotechnical Engineering, 13(6):1485-1499.
[8]ZhangDM, ChenSR, HuangZK, et al., 2024. Waterproofing performance of longitudinal segmental tunnel joints under external loads: a full-scale experimental investigation. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 25(12):991-1005.
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