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Comprehensive Performance of Modified Materials for Cement Stabilized Layer of Open-Pit Mine Transportation Road
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Min HUANG1, 2, 3, Chen WEN1, 2, 3, Mingfa HUANG1, 2, 3, Zhong GAO1, 2, 3, Dijun RAO1, 2, 3
Mining Research and Development | 2025, 45(6) : 87 - 93
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Mining Research and Development | 2025, 45(6): 87-93
Comprehensive Performance of Modified Materials for Cement Stabilized Layer of Open-Pit Mine Transportation Road
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Min HUANG1, 2, 3, Chen WEN1, 2, 3, Mingfa HUANG1, 2, 3, Zhong GAO1, 2, 3, Dijun RAO1, 2, 3
Affiliations
  • 1.Zijin Mining Group Co., Ltd., Shanghang, Fujian 364200, China
  • 2.Zijin(Changsha)Engineering Technology Co.,Ltd.,Changsha, Hunan 410036, China
  • 3.State Key Laboratory of Comprehensive Utilization of Low-grade Refractory Gold Ores, Shanghang, Fujian 364200, China
Published: 2025-06-25
Outline
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Aiming at the problems of poor durability and water stability of traditional gravel transportation roads in open-pit mines, the transportation roads were modified using solid waste around the mine. The ratio of blasting waste rock and surrounding soil in the cement stabilized layer was determined by laboratory tests. The unconfined compressive strength, water stability and durability of the cement stabilized layer with different the dosages of curing agent were discussed. The results show that the unconfined compressive strength of the unmodified material is lower than 0.2 MPa, and when the ratio of blasting waste rock and surrounding soil is 4:6, the strength of blasting waste rock can be fully utilized and the pavement can be well formed. The curing agent can significantly improve the strength of the material. When the dosage of curing agent is 8%, the unconfined compressive strength exceeds 2.5 MPa, the water stability coefficient is 137.68%, and the saturated compressive strength of the sample exceeds the initial unconfined compressive strength. In the dry-wet cycle test, the compressive strength of the sample increases significantly and then decreases slightly with the increase of the number of cycles. When the dosage of curing agent is more than 6%, the durability is significantly improved. The deflection value test and comprehensive cost analysis were carried out using the combination of stone-soil ratio of 4:6 and dosage of 8%. The results show that the deflection value of the modified pavement is 9.07 (0.01 mm), the pavement quality was significantly improved, and the comprehensive cost is 47.5 yuan/m2, which is significantly lower than that of the original gravel pavement.

Open-pit mine transportation  /  Cement stabilized macadam layer  /  Modified pavement  /  Curing agent  /  Unconfined compressive strength
黄敏, 温晨, 黄明发, 高忠, 饶帝军. 露天矿运输道路水稳层改性材料综合性能研究. 矿业研究与开发, 2025 , 45 (6) : 87 -93 .
Min HUANG, Chen WEN, Mingfa HUANG, Zhong GAO, Dijun RAO. Comprehensive Performance of Modified Materials for Cement Stabilized Layer of Open-Pit Mine Transportation Road[J]. Mining Research and Development, 2025 , 45 (6) : 87 -93 .
Year 2025 volume 45 Issue 6
68
34
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Article Info
  • Receive Date:2024-07-26
  • Online Date:2026-10-30
  • Published:2025-06-25
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History
  • Received:2024-07-26
Funding
Affiliations
    1.Zijin Mining Group Co., Ltd., Shanghang, Fujian 364200, China
    2.Zijin(Changsha)Engineering Technology Co.,Ltd.,Changsha, Hunan 410036, China
    3.State Key Laboratory of Comprehensive Utilization of Low-grade Refractory Gold Ores, Shanghang, Fujian 364200, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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