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Stability Analysis and Design Method of Embedded Foundation for Bridges under Mountainous Slope Terrain Conditions
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Aiguo YAN1, Xinguo WANG1, Cunguo WANG1, Pan GUO1, Xiaodong FU2, 3, Yongqiang ZHOU2, 3, Haifeng DING2, 3
China Railway Science | 2026, 47(2) : 96 - 107
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China Railway Science | 2026, 47(2): 96-107
Stability Analysis and Design Method of Embedded Foundation for Bridges under Mountainous Slope Terrain Conditions
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Aiguo YAN1, Xinguo WANG1, Cunguo WANG1, Pan GUO1, Xiaodong FU2, 3, Yongqiang ZHOU2, 3, Haifeng DING2, 3
Affiliations
  • 1.China Railway Fourth Survey and Design Institute Group Co., Ltd., WuhanHubei430063, China
  • 2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, WuhanHubei430071, China
  • 3.School of Engineering Science, University of Chinese Academy of Sciences, Beijing100049, China
Published: 2026-03-01 doi: 10.3969/j.issn.1001-4632.2026.02.09
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With the continuous advancement of infrastructure construction in western China, research on the bearing mechanisms and design methods of bridge foundations in complex terrain has become increasingly important. Focusing on the mechanical properties and structural design of embedded foundations for railway bridges in mountainous areas, this study investigates the potential failure modes of slope rock mass under combined loads. A theoretical calculation model for the embedded foundation-rock mass system under slope terrain conditions was established, revealing the interaction mechanism between the foundation and the slope rock mass. Based on this, combined with limit equilibrium theory, formulas for the ultimate bearing capacity of vertical embedded foundations and inclined arch-abutment embedded foundations under slope conditions were derived. The design rationality of the embedded foundation for the Zhongjian River Bridge was verified. The results show that the primary failure mode of vertical embedded foundations is overall shear failure of the rock mass at the pile end. As the shear force and bending moment loads outside the slope increase, the foundation-rock mass system is prone to horizontal shear failure. For inclined arch-abutment embedded foundations, the main failure mode involves combined failure at the pile end and along the pile side. The upper part of the pile foundation exhibits significant load-induced deformation, showing flexible characteristics, while the lower part mainly undergoes rigid deformation. Verification results indicate that the design parameters of both types of foundations meet bearing capacity requirements. The results provide a theoretical basis and engineering reference for the design and stability analysis of bridge foundations in mountainous areas.

Mountain railway  /  Embedded foundation  /  Limit equilibrium theory  /  Stability analysis  /  Failure mode  /  Design method
Aiguo YAN, Xinguo WANG, Cunguo WANG, Pan GUO, Xiaodong FU, Yongqiang ZHOU, Haifeng DING. Stability Analysis and Design Method of Embedded Foundation for Bridges under Mountainous Slope Terrain Conditions[J]. China Railway Science, 2026 , 47 (2) : 96 -107 . DOI: 10.3969/j.issn.1001-4632.2026.02.09
Year 2026 volume 47 Issue 2
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Article Info
doi: 10.3969/j.issn.1001-4632.2026.02.09
  • Receive Date:2025-07-15
  • Online Date:2026-06-03
  • Published:2026-03-01
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History
  • Received:2025-07-15
  • Revised:2025-11-08
Affiliations
    1.China Railway Fourth Survey and Design Institute Group Co., Ltd., WuhanHubei430063, China
    2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, WuhanHubei430071, China
    3.School of Engineering Science, University of Chinese Academy of Sciences, Beijing100049, 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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