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Mechanical Characteristics and Degradation Patterns of Solidified Sediment during Freeze-thaw Cycles
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Meng ZANG1, Xian-hu YI2, Xiang YAN2, Xiao-ning CHEN2, Hai-jun LU1
Science Technology and Engineering | 2025, 25(18) : 7743 - 7751
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Science Technology and Engineering | 2025, 25(18): 7743-7751
Papers·Architectural Science
Mechanical Characteristics and Degradation Patterns of Solidified Sediment during Freeze-thaw Cycles
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Meng ZANG1, Xian-hu YI2, Xiang YAN2, Xiao-ning CHEN2, Hai-jun LU1
Affiliations
  • 1 School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan 430023, China
  • 2 Hubei Huaxia Water Resources and Hydropower Co., Ltd., Jingzhou 434007, China
Published: 2025-06-28 doi: 10.12404/j.issn.1671-1815.2405366
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To evaluate the micro-structural degradation characteristics and strength attenuation law of multi source solid waste solidified lake sediment under freeze-thaw cycle conditions, the macroscopic engineering characteristics of the solidified sediment material under freeze-thaw cycle conditions, such as unconfined compressive strength, volume deformation and permeability coefficient were observed through multiple repeated freeze-thaw cycle tests on samples of granulated blast furnace slag, desulfurization gypsum, and construction waste co solidified sediment. By combining micro testing methods such as X-ray diffraction, Fourier transform infrared spectroscopy, scanning electron microscopy, energy spectrum analysis, then the mineral composition, functional groups, surface morphology and elemental composition of solidified sediment materials during freeze-thaw cycles were systematically analyzed, revealing the micro mechanism of structural degradation of solidified sediment under freeze-thaw cycles. The results show that with the increase of freeze-thaw cycles, fibrous ettringite and columnar gypsum and other cementitious products fracture and overlapped with each other to form a network, and the internal pores increased. This may be the reason for the decrease in strength and increase in permeability coefficient of the solidified sediment. The obtained mechanical characteristics and degradation patterns of solidified sediment during freeze-thaw cycles can provide basic data for the application and promotion of this material in regions with significant freeze-thaw cycle characteristics such as northwest and northeast of China.

freeze-thaw cycle  /  sediment  /  mechanical characteristics  /  microscopic mechanism
Meng ZANG, Xian-hu YI, Xiang YAN, Xiao-ning CHEN, Hai-jun LU. Mechanical Characteristics and Degradation Patterns of Solidified Sediment during Freeze-thaw Cycles[J]. Science Technology and Engineering, 2025 , 25 (18) : 7743 -7751 . DOI: 10.12404/j.issn.1671-1815.2405366
Year 2025 volume 25 Issue 18
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Article Info
doi: 10.12404/j.issn.1671-1815.2405366
  • Receive Date:2024-07-17
  • Online Date:2025-12-17
  • Published:2025-06-28
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  • Received:2024-07-17
  • Revised:2025-03-21
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    1 School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan 430023, China
    2 Hubei Huaxia Water Resources and Hydropower Co., Ltd., Jingzhou 434007, China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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