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Pull-out model test of anti-floating multi-bell-shaped anchor under cyclic loading
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Chen CHEN1, Jie YU1, Zhe LIU1, Shasha XIE1, **, Chengcheng YI2
China Safety Science Journal | 2024, 34(6) : 109 - 118
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China Safety Science Journal | 2024, 34(6): 109-118
Safety engineering technology
Pull-out model test of anti-floating multi-bell-shaped anchor under cyclic loading
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Chen CHEN1, Jie YU1, Zhe LIU1, Shasha XIE1, **, Chengcheng YI2
Affiliations
  • 1 College of Civil Engineering and Architecture,Wuhan University of Engineering,Wuhan Hubei 430070,China
  • 2 Wuhan Tianchuang Construction Group Co.,Ltd.,Wuhan Hubei 430050,China
Published: 2024-06-28 doi: 10.16265/j.cnki.issn1003-3033.2024.06.0081
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In order to study the reasons for the deterioration of the anchor performance caused by groundwater variation,a series of physical model tests were employed to explore the anchorage enhancement of the expanded anchor in the anti-floating process. Firstly,a single pull-out test was carried out through the indoor model test,and the change of bearing capacity of multi-bell-shaped expanded anchor under different buried depths during the pull-out process was obtained. Secondly,according to the ultimate uplift bearing capacity obtained from the single pull-out test,the cyclic test was carried out to explore the evolution mechanism of the bearing performance of the multi-bell-shaped expanded anchor under different cyclic amplitudes,cyclic times and cyclic frequencies. Finally,the image particle velocity method (PIV) was used to analyze the deformation mechanism of the surrounding soil,and the variation characteristics of the surrounding soil displacement under single pulling-out and cyclic loading were obtained. The test results show that the axial load-displacement curve of the bell-shaped expansion anchor can be roughly divided into three stages: elasticity,vibration and failure. With the increase of buried depth,the ultimate bearing capacity and soil displacement of the anchor increase. Under the action of cyclic loadings,the increase of the cyclic load ratio,the number of cycles and the cycle frequency will weaken the bearing capacity of the anchors.

cyclic load  /  anti-floating  /  multi-bell-shaped expanded anchor  /  anchor pull-out  /  bearing capacity  /  soil displacement
Chen CHEN, Jie YU, Zhe LIU, Shasha XIE, Chengcheng YI. Pull-out model test of anti-floating multi-bell-shaped anchor under cyclic loading[J]. China Safety Science Journal, 2024 , 34 (6) : 109 -118 . DOI: 10.16265/j.cnki.issn1003-3033.2024.06.0081
Year 2024 volume 34 Issue 6
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2024.06.0081
  • Receive Date:2023-12-17
  • Online Date:2025-07-09
  • Published:2024-06-28
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  • Received:2023-12-17
  • Revised:2024-03-19
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Affiliations
    1 College of Civil Engineering and Architecture,Wuhan University of Engineering,Wuhan Hubei 430070,China
    2 Wuhan Tianchuang Construction Group Co.,Ltd.,Wuhan Hubei 430050,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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