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Road Properties and Micro-mechanism of Industrial Solid Waste-Cement Improved Red Clay
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Shi-bin HUANG1, 2, Tian-xin CHEN1, 2, Jia-quan WANG1, 2, *, Xiao-wei WANG1, 2
Science Technology and Engineering | 2025, 25(21) : 9130 - 9139
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Science Technology and Engineering | 2025, 25(21): 9130-9139
Papers·Traffics and Transportations
Road Properties and Micro-mechanism of Industrial Solid Waste-Cement Improved Red Clay
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Shi-bin HUANG1, 2, Tian-xin CHEN1, 2, Jia-quan WANG1, 2, *, Xiao-wei WANG1, 2
Affiliations
  • 1 School of Civil and Architectural Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China
  • 2 Guangxi Zhuang Autonomous Region Engineering Research Center of Geotechnical Disaster and Ecological Control, Liuzhou 545006, China
Published: 2025-07-28 doi: 10.12404/j.issn.1671-1815.2406405
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In order to solve the defects of poor water stability and easy disintegration of red clay, industrial solid waste [fly ash (FA), phosphogypsum] combined with cement (C) was used to improve red clay. The mechanical properties, water stability and micro-mechanisms of the industrial solid waste-cement amended red clay were investigated through indoor tests. The results show that the strength of the improved soil shows a trend of increasing and then decreasing with the increase of the ratio (R) of phosphogypsum replacing fly ash.When the cement doping is 7% and R=7%, the maximum dry density of improved soil increases by 2.6%, the 7-day unconfined compressive strength (UCS) increases by 11%, and the 28-day UCS increases by 57%, which meets the bearing standard of subgrade for road use. There is no obvious change in the water-filled specimen after the 7-day maintenance, the resistance to disintegration is enhanced, and the water stability coefficient of the specimen reaches 92.9% in the 28-day maintenance. The water stability coefficient of the specimen reaches 92.9%, and the water stability coefficient increases 1.61 times. The microscopic analysis shows that the replacement of fly ash by phosphogypsum promoted the generation of new hydration products of ettringite and calcium-silicate-hydrate (C-S-H), which transforms the soil body from fragmented granular to a denser gel network structure, enhances the bonding between the red clay particles, and fills up the pore space at the same time. The results verifies the feasibility of industrial solid waste-cement-amended red clay as roadbed fill, provides a solid theoretical foundation and basis for engineering practice, and broadened the reuse of industrial solid waste.

red clay  /  industrial solid waste  /  mechanical properties  /  water stability  /  microscopic mechanism
Shi-bin HUANG, Tian-xin CHEN, Jia-quan WANG, Xiao-wei WANG. Road Properties and Micro-mechanism of Industrial Solid Waste-Cement Improved Red Clay[J]. Science Technology and Engineering, 2025 , 25 (21) : 9130 -9139 . DOI: 10.12404/j.issn.1671-1815.2406405
Year 2025 volume 25 Issue 21
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Article Info
doi: 10.12404/j.issn.1671-1815.2406405
  • Receive Date:2024-08-26
  • Online Date:2026-01-13
  • Published:2025-07-28
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  • Received:2024-08-26
  • Revised:2025-04-16
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Affiliations
    1 School of Civil and Architectural Engineering, Guangxi University of Science and Technology, Liuzhou 545006, China
    2 Guangxi Zhuang Autonomous Region Engineering Research Center of Geotechnical Disaster and Ecological Control, Liuzhou 545006, 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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