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Grouting Model Test of Polyurethane/Soluble Glass Broken Rock Stratum
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Zhi-peng KANG1, 2, Guo-feng YU1, 2, *, Yong LUO1, 2, Chang-rui DUAN1, 2, Zhi-liang CAI1, 2
Science Technology and Engineering | 2025, 25(8) : 3521 - 3528
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Science Technology and Engineering | 2025, 25(8): 3521-3528
Environmental and Safe Science
Grouting Model Test of Polyurethane/Soluble Glass Broken Rock Stratum
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Zhi-peng KANG1, 2, Guo-feng YU1, 2, *, Yong LUO1, 2, Chang-rui DUAN1, 2, Zhi-liang CAI1, 2
Affiliations
  • 1 Key Laboratory of Coupled Hazards Prevention and Control in Deep Coal Mining National Mine Safety Administration Huaihe Energy Holding Group Co., Ltd. Huainan 232001 China
Published: 2025-03-18 doi: 10.12404/j.issn.1671-1815.2403080
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In order to solve the problems of roof breakage, support difficulty, water and mud inrush encountered in underground space operations such as mining and tunnel excavation, polyester ammonia/water glass organic-inorganic hybrid grouting reinforcement material was taken as the research object. By establishing a similar simulation grouting model, the temperature and pressure of measuring points at different distances from the injection point during the model grouting process were studied, and the slurry diffusion law was analyzed. The mechanical properties of grouting reinforcement were analyzed to test the consolidation effect. The results show that the polyurethane(PU)/water glass double-liquid grouting material exhibits irregular diffusion in the broken rock test model, and the curing reaction is an exothermic reaction. It reaches a maximum of${83.2}\mathrm{C}$at 10 min after slurry injection, which is 6.6 times of room temperature. The maximum pressure is${5.7}\mathrm{{MPa}}$, which is 1.425 times of the test load. The temperature and pressure increase rapidly with time and then slowly decline and finally stabilize. The uniaxial compressive strength range of polyurethane/water glass double liquid grouting and solid is${15.32}\sim {32.57}\mathrm{{MPa}}$, the maximum bearing capacity of triaxial loading is${41.9}\mathrm{{MPa}}$, the residual strength is${25}\mathrm{{MPa}}$, the maximum load of creep failure is${25}\mathrm{{MPa}}$, and the strength of the injected material is greatly improved after consolidation. Through the microscopic analysis of grouting reinforcement, it can be seen that the rock and slurry are closely cemented at the junction, and the grouting reinforcement effect is good.

polyurethane (PU)/soluble glass  /  double-fluid grouting  /  model experiment  /  reinforcement mechanism
Zhi-peng KANG, Guo-feng YU, Yong LUO, Chang-rui DUAN, Zhi-liang CAI. Grouting Model Test of Polyurethane/Soluble Glass Broken Rock Stratum[J]. Science Technology and Engineering, 2025 , 25 (8) : 3521 -3528 . DOI: 10.12404/j.issn.1671-1815.2403080
Year 2025 volume 25 Issue 8
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doi: 10.12404/j.issn.1671-1815.2403080
  • Receive Date:2024-04-26
  • Online Date:2025-07-29
  • Published:2025-03-18
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  • Received:2024-04-26
  • Revised:2024-12-23
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    1 Key Laboratory of Coupled Hazards Prevention and Control in Deep Coal Mining National Mine Safety Administration Huaihe Energy Holding Group Co., Ltd. Huainan 232001 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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