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Analytical Solution of Soil Pressure and Its Influence Effect Under Inner Support Conditions of a Foundation Pit
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Xiang Wang1, Chunlong Zhang1, Jiangtao Duan2, Shaochun Yang1, Lei Wu1, Jiyong Jiang1, Yixian Wang2
Mining Research and Development | 2026, 46(5) : 192 - 201
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Mining Research and Development | 2026, 46(5): 192-201
Analytical Solution of Soil Pressure and Its Influence Effect Under Inner Support Conditions of a Foundation Pit
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Xiang Wang1, Chunlong Zhang1, Jiangtao Duan2, Shaochun Yang1, Lei Wu1, Jiyong Jiang1, Yixian Wang2
Affiliations
  • 1.Anhui Mingsheng Electric Power Design Co., Ltd., Hefei, Anhui 230061, China
  • 2.Hefei University of Technology, Hefei, Anhui 230009, China
Published: 2026-05-25
Outline
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Aiming at the calculation problem of soil pressure in foundation pit engineering, an analytical method for soil pressure was established, and the influence effects of various factors were analyzed. Based on the basic assumptions of Coulomb's soil pressure theory, and fully considering the friction angle between the wall back and backfill, the soil internal friction angle, foundation pit excavation depth and other factors, a soil pressure calculation model was constructed, and quantitative formulas for soil pressure and its influence range induced by excavation disturbance were proposed. Through the sensitivity analysis of influencing factors, the influence order of each factor on the excavation influence range was clarified under the conditions with or without steel supports. The variation laws of the influence range under different working conditions and excavation stages were studied, and comparative verification was carried out. The results show that the distribution patterns of soil pressure along the foundation pit excavation depth from the two methods are consistent, which verifies the accuracy of the model. Sensitivity analysis shows that the excavation depth of a foundation pit exerts the most significant effect on the excavation influence range without supports, and the excavation depth of the foundation pit remains the main controlling factor after steel supports are installed. The model proposed in this paper can quantitatively analyze the soil pressure distribution and disturbance influence range during the foundation pit excavation of a 110 kV substation as part of a supporting project of an energy development base in Hefei, Anhui Province. The results can provide a theoretical reference for the design and analysis of foundation pit engineering of related energy and mineral resources development infrastructure.

Foundation pit  /  Inner support  /  Soil pressure  /  Influence effect  /  Analytical solution
汪翔, 张春龙, 段江涛, 杨少春, 吴磊, 蒋继勇, 汪亦显. 基坑内支撑条件下土压力及其影响效应解析解. 矿业研究与开发, 2026 , 46 (5) : 192 -201 .
Xiang Wang, Chunlong Zhang, Jiangtao Duan, Shaochun Yang, Lei Wu, Jiyong Jiang, Yixian Wang. Analytical Solution of Soil Pressure and Its Influence Effect Under Inner Support Conditions of a Foundation Pit[J]. Mining Research and Development, 2026 , 46 (5) : 192 -201 .
Year 2026 volume 46 Issue 5
51
10
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Article Info
  • Receive Date:2025-10-10
  • Online Date:2026-10-27
  • Published:2026-05-25
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  • Received:2025-10-10
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Affiliations
    1.Anhui Mingsheng Electric Power Design Co., Ltd., Hefei, Anhui 230061, China
    2.Hefei University of Technology, Hefei, Anhui 230009, 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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