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Experimental Study on Uplift Capacity of Horizontal Rectangular Anchor Plate in Saturated Red Clay
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Guang LUO1, 2, Wei HU1, 2, *, Hong-yi DU2, Hui WANG2, Han-lin ZHANG2
Science Technology and Engineering | 2025, 25(7) : 2897 - 2903
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Science Technology and Engineering | 2025, 25(7): 2897-2903
Papers·Architectural Science
Experimental Study on Uplift Capacity of Horizontal Rectangular Anchor Plate in Saturated Red Clay
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Guang LUO1, 2, Wei HU1, 2, *, Hong-yi DU2, Hui WANG2, Han-lin ZHANG2
Affiliations
  • 1 Hunan Province Key Laboratory of Geotechnical Engineering Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China
  • 2 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, China
Published: 2025-03-08 doi: 10.12404/j.issn.1671-1815.2402777
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According to the drawing load characteristics of horizontal rectangular anchor plate in red clay foundation, the vertical drawing model test of horizontal rectangular anchor plate in saturated red clay foundation is carried out by using a self-made visual drawing model test system combined with digital photographic measurement technology. The results show that the sliding surface of soil around the anchor shows different shapes with the change of buried depth ratio, but the initial Angle does not change with the change of buried depth ratio. The load displacement curve generally has obvious peak characteristics, but with the increase of the buried depth ratio, the characteristics gradually weaken. When the buried depth ratio is the same, the smaller the length-width ratio is, the more obvious the three-dimensional bearing characteristics of the anchor plate and the peak characteristics of the curve are. The bearing capacity coefficient increases with the increase of buried depth ratio, but the law is different under different aspect ratio. The bearing capacity coefficient decreases with the increase of length-width ratio, and the change law is consistent under different buried depth ratio. Conclusion: For test red clay, the anchor plate can be classified as shallow buried type at least within the range of buried depth ratio 4, and deep buried type if the buried depth ratio is greater than 8. Under the same conditions, under the influence of cohesion and dilatancy, the tensile strength coefficient of anchor plate in red clay foundation is between loose sand foundation and dense sand foundation.

rectangular anchor plate  /  red clay  /  length-width ratio  /  burying depth ratio  /  sliding surface  /  ultimate uplift capacity
Guang LUO, Wei HU, Hong-yi DU, Hui WANG, Han-lin ZHANG. Experimental Study on Uplift Capacity of Horizontal Rectangular Anchor Plate in Saturated Red Clay[J]. Science Technology and Engineering, 2025 , 25 (7) : 2897 -2903 . DOI: 10.12404/j.issn.1671-1815.2402777
Year 2025 volume 25 Issue 7
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Article Info
doi: 10.12404/j.issn.1671-1815.2402777
  • Receive Date:2024-04-17
  • Online Date:2026-03-30
  • Published:2025-03-08
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History
  • Received:2024-04-17
  • Revised:2024-07-30
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Affiliations
    1 Hunan Province Key Laboratory of Geotechnical Engineering Stability Control and Health Monitoring, Hunan University of Science and Technology, Xiangtan 411201, China
    2 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, 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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