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Application of Double-Row Micro-Piles and Frame Structures to Reinforce the Belt Corridor Foundation
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Yaohuang CHEN1, Fagang WANG1, 2, 3, Wanjie HU2, Guangbin ZHENG1, Wei SU1, Tengxiao HUANG1
Mining Research and Development | 2025, 45(7) : 185 - 190
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Mining Research and Development | 2025, 45(7): 185-190
Application of Double-Row Micro-Piles and Frame Structures to Reinforce the Belt Corridor Foundation
Full
Yaohuang CHEN1, Fagang WANG1, 2, 3, Wanjie HU2, Guangbin ZHENG1, Wei SU1, Tengxiao HUANG1
Affiliations
  • 1.Zijin Mining Group Co., Ltd., Shanghang, Fujian 364200, China
  • 2.Zijin(Changsha)Engineering Technology Co.,Ltd., Changsha, Hunan 410017, China
  • 3.State Key Laboratory of Comprehensive Utilization of Low-Grade Refractory Gold Ores, Shanghang, Fujian 364204, China
Published: 2025-07-25
Outline
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In order to solve the problem of foundation cracking and deformation of the ore transportation conveyor belt system in S2—S3 section, which are located in the southern open-pit of the MS Mine of Serbia Zijin Copper Doo, a survey on the current status of foundation cracks, geological investigation, and monitoring of foundation deformation was conducted. It is found that poor rock properties are the main cause of cracking and deformation in the belt corridor foundation. The self-load and operation vibration of the belt corridor, mining blasting vibration, rainfall and snowfall are also important factors that induce foundation cracking and deformation. To ensure the stability of the belt corridor foundation, a treatment scheme was proposed to reinforce the foundation using double-row micro-piles and frame structures. The monitoring results indicate that before taking reinforcement measures, the belt corridor foundation of the S2—S3 section is continuously declining, and the west slope adjacent to the belt corridor shows a trend of sliding. After implementing reinforcement measures, good reinforcement effects is achieved, and the cracking and deformation trend of the belt corridor foundation is suppressed, effectively controlling the development and expansion of cracks, improving the overall integrity and bearing capacity of the foundation, and effectively controlling the propagation and transmission of cracks. The research results can provide a reference for similar geotechnical engineering reinforcement and treatment.

Belt corridor foundation  /  Cracking and deformation of foundation  /  Double-row micro-piles  /  Frame structure  /  Deformation monitoring
陈耀煌, 王发刚, 虎万杰, 郑广斌, 苏伟, 黄腾骁. 双排微型桩及框架结构加固皮带廊地基的应用. 矿业研究与开发, 2025 , 45 (7) : 185 -190 .
Yaohuang CHEN, Fagang WANG, Wanjie HU, Guangbin ZHENG, Wei SU, Tengxiao HUANG. Application of Double-Row Micro-Piles and Frame Structures to Reinforce the Belt Corridor Foundation[J]. Mining Research and Development, 2025 , 45 (7) : 185 -190 .
Year 2025 volume 45 Issue 7
96
48
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Article Info
  • Receive Date:2024-09-07
  • Online Date:2026-10-28
  • Published:2025-07-25
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History
  • Received:2024-09-07
Funding
Affiliations
    1.Zijin Mining Group Co., Ltd., Shanghang, Fujian 364200, China
    2.Zijin(Changsha)Engineering Technology Co.,Ltd., Changsha, Hunan 410017, China
    3.State Key Laboratory of Comprehensive Utilization of Low-Grade Refractory Gold Ores, Shanghang, Fujian 364204, 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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