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The Reinforcement Effect and Mechanism of Sustainable Materials for Collapsible Loess Subgrade
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Xiao-yu NIU1, Zhi-jian ZHOU1, Rong-gui ZHU1, Tao ZHANG1, Yu JIA2, *, Heng WANG2, 3
Science Technology and Engineering | 2025, 25(10) : 4309 - 4316
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Science Technology and Engineering | 2025, 25(10): 4309-4316
Papers·Traffics and Transportations
The Reinforcement Effect and Mechanism of Sustainable Materials for Collapsible Loess Subgrade
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Xiao-yu NIU1, Zhi-jian ZHOU1, Rong-gui ZHU1, Tao ZHANG1, Yu JIA2, *, Heng WANG2, 3
Affiliations
  • 1 China Construction Communications Construction Group Co., Ltd., Beijing 100071, China
  • 2 School of Civil Engineering, Central South University, Changsha 410083, China
  • 3 National Engineering Laboratory of High Speed Railway Construction Technology, Changsha 410083, China
Published: 2025-04-08 doi: 10.12404/j.issn.1671-1815.2401287
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In order to improve the engineering quality problems such as pavement cracking caused by excessive subgrade deformation caused by road use of collapsible loess, alkali activated sustainable material industrial solid waste GGBS(ground granulated blastfurnace slag was used to reinforce and improve the collapsible loess. The influence of different dosage of curing agent on the basic physical properties, mechanical characteristics, permeability and collapsibility of the solidified loess was discussed, and the improvement mechanism of the curing agent was expounded from the microstructure. The results show that the liquid plastic limit of solidified soil increases and the plasticity index decreases. The optimum moisture content decreases first and then increases with the increase of the content of curing agent. The corresponding maximum dry density increases first and then decreases. The maximum dry density of 10% of the content is 1.80 g/cm3. The strength of loess is improved by the curing agent. The strength increases linearly with the increase of the content. The content of 20% curing agent can increase to 2.3 MPa, while the CBR value of 6% curing agent can increase to 8.3%. The permeability coefficient decreases with the increase of the content of the curing agent. When the content of the curing agent is 10%, the permeability coefficient can be reduced to below 10-7 m/s, and the collapsibility coefficient decreases with the increase of the content of the curing agent. When the content of the curing agent reaches 6%, the solidified soil becomes non collapsible soil. The comprehensive performance shows that 10% of the content is the optimal amount for road use. In terms of microscopic morphology, the curing agent has changed the contact mode of loess particles. The loess particles have changed from point-surface contact to surface-surface contact. The pore size has changed from middle pore and macropore to middle pore, and the number has decreased. Macropores are filled. Compared with remolded loess, the macropores and mesopores in 10% stabilized soil have decreased from 33.0% and 31.5% to 3.9% and 14.8%, respectively, 29.1% and 16.7%, The fractal dimension of pore distribution decreases from 1.12 to 0.96. Through alkali activated GGBS to solidify collapsible loess, the collapsibility of loess is improved, and its performance has a good road use prospect. This study can provide theoretical basis and practical reference for the consolidation of collapsible loess.

collapsible loess  /  sustainable materials  /  improved curing  /  road characteristics  /  micro-mechanism
Xiao-yu NIU, Zhi-jian ZHOU, Rong-gui ZHU, Tao ZHANG, Yu JIA, Heng WANG. The Reinforcement Effect and Mechanism of Sustainable Materials for Collapsible Loess Subgrade[J]. Science Technology and Engineering, 2025 , 25 (10) : 4309 -4316 . DOI: 10.12404/j.issn.1671-1815.2401287
Year 2025 volume 25 Issue 10
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Article Info
doi: 10.12404/j.issn.1671-1815.2401287
  • Receive Date:2024-02-27
  • Online Date:2025-07-09
  • Published:2025-04-08
Article Data
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History
  • Received:2024-02-27
  • Revised:2024-12-30
Funding
Affiliations
    1 China Construction Communications Construction Group Co., Ltd., Beijing 100071, China
    2 School of Civil Engineering, Central South University, Changsha 410083, China
    3 National Engineering Laboratory of High Speed Railway Construction Technology, Changsha 410083, 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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