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Backfill Grouting Effectiveness Analysis of Shield Tunnel Based on Herschel-Bulkley Model
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Xiaoming LIANG1, 2, Chuan HE1, 2, Kun FENG1, 2, Jingxuan ZHANG1, 2, Hechao DOU3, Weiliang SUN3, Zili WU4, Xiaoliang YANG4
China Railway Science | 2026, 47(2) : 120 - 133
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China Railway Science | 2026, 47(2): 120-133
Backfill Grouting Effectiveness Analysis of Shield Tunnel Based on Herschel-Bulkley Model
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Xiaoming LIANG1, 2, Chuan HE1, 2, Kun FENG1, 2, Jingxuan ZHANG1, 2, Hechao DOU3, Weiliang SUN3, Zili WU4, Xiaoliang YANG4
Affiliations
  • 1.Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, ChengduSichuan610031, China
  • 2.National Key Laboratory for Intelligent Construction and Maintenance of Geotechnical and Tunnel Engineering in Extreme Environment, Southwest Jiaotong University, ChengduSichuan610031, China
  • 3.China Railway 14th Bureau Group 4th Engineering Co., Ltd., JinanShandong250002, China
  • 4.Sinohydro Bureau 7 Co., Ltd., ChengduSichuan610213, China
Published: 2026-03-01 doi: 10.3969/j.issn.1001-4632.2026.02.11
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To explore the influence of grout rheological properties on the backfill grouting process, a rotational viscometer was first employed to measure the rheological behavior of cement-based grouts with different ratios, analyzing the effects of various ratios on rheological parameters. Subsequently, combined with Herschel-Bulkley model and fluid simulation software, a numerical model for backfill grouting was established. Finally, the grouting process and effectiveness under the influence of factors such as location and number of grouting holes, grouting pressure, and grout ratios were investigated. The results indicate that yield stress and consistency coefficient are primarily affected by the water-binder ratio, but this influence diminishes when the water-binder ratio exceeds 0.85. The rheological index is noticeably influenced by the water-binder ratio, bentonite-water ratio, and cement-fly ash ratio, yet exhibits poor regularity. During grout filling, the top region undergoes 4 stages of evolution, whereas other regions experience only 2 stages. Positioning grouting holes near the vault can improve the filling effectiveness in the top region, and increasing the number of grouting holes accelerates the filling rate but reduces the total grout volume during the rapid growth stage. Increasing the water-binder ratio or decreasing the bentonite-water ratio reduces yield stress, thereby enhancing filling speed and volume. Increasing grout density delays early-stage filling but benefits the accumulation of total grout volume in later stages. Since excessive pressure at middle grouting holes suppresses later-stage filling speed and volume, achieving optimal filling performance requires the maximum pressure at upper grouting holes and minimum pressure at middle grouting holes.

Shield tunnel  /  Backfill grouting  /  Cement-based grout  /  Grout ratio  /  Herschel-Bulkley model  /  Grouting effectiveness
Xiaoming LIANG, Chuan HE, Kun FENG, Jingxuan ZHANG, Hechao DOU, Weiliang SUN, Zili WU, Xiaoliang YANG. Backfill Grouting Effectiveness Analysis of Shield Tunnel Based on Herschel-Bulkley Model[J]. China Railway Science, 2026 , 47 (2) : 120 -133 . DOI: 10.3969/j.issn.1001-4632.2026.02.11
Year 2026 volume 47 Issue 2
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doi: 10.3969/j.issn.1001-4632.2026.02.11
  • Receive Date:2025-04-18
  • Online Date:2026-06-03
  • Published:2026-03-01
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History
  • Received:2025-04-18
  • Revised:2026-03-06
Affiliations
    1.Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, Southwest Jiaotong University, ChengduSichuan610031, China
    2.National Key Laboratory for Intelligent Construction and Maintenance of Geotechnical and Tunnel Engineering in Extreme Environment, Southwest Jiaotong University, ChengduSichuan610031, China
    3.China Railway 14th Bureau Group 4th Engineering Co., Ltd., JinanShandong250002, China
    4.Sinohydro Bureau 7 Co., Ltd., ChengduSichuan610213, 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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