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Numerical Simulation Analysis of Stress Deformation and Anchoring Support Effect of Foundation Pit Slope for One Bridge on Gaofeng Bank of Yangtze River
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Liping LIN1, 2, Xin JIANG3, Junwei LI4, Yanping DUAN4, Songhua MEI5
Mining and Metallurgical Engineering | 2024, 44(4) : 164 - 168
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Mining and Metallurgical Engineering | 2024, 44(4): 164-168
MINING
Numerical Simulation Analysis of Stress Deformation and Anchoring Support Effect of Foundation Pit Slope for One Bridge on Gaofeng Bank of Yangtze River
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Liping LIN1, 2, Xin JIANG3, Junwei LI4, Yanping DUAN4, Songhua MEI5
Affiliations
  • 1.Hunan Urban Construction College, Xiangtan 411100, Hunan, China
  • 2.Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
  • 3.Geological and Geographic Information Institute of Hunan Province, Changsha 410014, Hunan, China
  • 4.Natural Resources Survey Institute of Hunan Province, Changsha 410014, Hunan, China
  • 5.POWERCHINA Zhongnan Engineering Corporation Limited, Changsha 410014, Hunan, China
Published: 2024-08-01 doi: 10.3969/j.issn.0253-6099.2024.04.031
Outline
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Based on the engineering geological data and the anchoring support scheme for a foundation pit, a three-dimensional geological generalization model was constructed with ANSYS software for the foundation pit of one bridge over the Yangtze River. This model was then imported into FLAC3D to simulate and analyze the stress, deformation and plastic zone evolution characteristics of the foundation pit during the process of excavation and anchoring support. The results show that during the excavation of the foundation pit, the rock mass is generally subjected to well-distributed compression, with less concentrated stress. After excavation, the foundation pit generally appears to have an upward rebound deformation, with the displacement of bottom plate maximally reaching 14.7 mm. It is shown that the counter-trend slope on the north side has the maximum deformation up to 8.65 mm. The volume of the plastic zone continues to increase, and then decreases during the excavation of the last step. After the excavation is completed, a large number of plastic zones appear in the rock mass on the north side of the foundation pit. Compared to the support scheme with only anchor rods, the support with anchor rods together with anchor cables can make the deformation of the rock mass of slope on the north side reduced by 16.6% on average, as well as the volume of plastic zone reduced by about 8 600 m3 and the distribution depth reduced from 15 m to 5 m after excavation is completed. It is concluded that the support scheme with both anchor bolts and anchor cables can not only effectively suppress the deformation of the slope on the north side, but also effectively reduce the distribution depth of plastic zone in the rock mass and improve the stability of rock mass, presenting better support effect for the foundation pit slope.

foundation with anchoring support  /  counter-trend slope  /  stress  /  deformation  /  foundation pit support  /  numerical simulation  /  anchor rod support  /  anchor cable support
Liping LIN, Xin JIANG, Junwei LI, Yanping DUAN, Songhua MEI. Numerical Simulation Analysis of Stress Deformation and Anchoring Support Effect of Foundation Pit Slope for One Bridge on Gaofeng Bank of Yangtze River[J]. Mining and Metallurgical Engineering, 2024 , 44 (4) : 164 -168 . DOI: 10.3969/j.issn.0253-6099.2024.04.031
Year 2024 volume 44 Issue 4
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doi: 10.3969/j.issn.0253-6099.2024.04.031
  • Receive Date:2024-03-12
  • Online Date:2026-03-18
  • Published:2024-08-01
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  • Received:2024-03-12
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Affiliations
    1.Hunan Urban Construction College, Xiangtan 411100, Hunan, China
    2.Hunan University of Science and Technology, Xiangtan 411201, Hunan, China
    3.Geological and Geographic Information Institute of Hunan Province, Changsha 410014, Hunan, China
    4.Natural Resources Survey Institute of Hunan Province, Changsha 410014, Hunan, China
    5.POWERCHINA Zhongnan Engineering Corporation Limited, Changsha 410014, Hunan, 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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