Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (11): 3141-3150.doi: 10.16285/j.rsm.2022.1743

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Experimental study on cooling and mechanical effects of new frame ventilation anchor bolt supporting permafrost slope

DONG Jian-hua1, 2, SHI Li-jun1, 2, WU Xiao-lei1, 2, WANG Lu1, 2   

  1. 1. Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China; 2. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou University of Technology, Lanzhou, Gansu 730050, China
  • Received:2022-11-06 Accepted:2023-01-04 Online:2023-11-28 Published:2023-11-28
  • Supported by:
    This work was supported by the National Natural Science Foundation of China(52178335, 51778275), the Central Government Guides Local Science and Technology Development Fund Projects (YDZX20216200001739), the Gansu Basic Research Innovation Group Project (20JR10RA205), the Longyuan Youth Innovation and Entrepreneurship Talent (Team Project) (2020RCXM120), the High Value Patent Cultivation and Transformation Project of Gansu Intellectual Property Office (20ZSCQ034) and the Ten Science and Technology Innovation Projects in Lanzhou City (2020-2-11).

Abstract: The new frame ventilated anchor is an independently developed flexible support structure for frozen soil slope, which has a broad application prospect. In order to explore the cooling effect and mechanical effect of the new frame ventilation anchor, a multifunctional frozen soil laboratory box was designed, and it has the functions of loading, changing angle, adapting to the shaking table, and can simultaneously measure the temperature, moisture, wind speed and internal force. And a permafrost model slope reinforced by the frame ventilation bolts was erected to investigate the variation laws of temperature, moisture, wind speed and internal force of frame ventilation bolts subjected to freeze-thaw cycles. The closer to the anchor bolts, the more obvious the change of soil temperature and moisture. The frame ventilation anchor can absorb the cold energy and transmit and diffuse it along the axial and radial direction, with good cooling effect and maintaining the frozen state of frozen soil slope. The wind speed change law in the anchor bolt is consistent with the change of the external wind speed. A large external wind speed can motivate a more remarkable cooling effect of the frame ventilation anchor bolt. In a freeze-thaw cycle, the axial force of the anchor bolt changes in a parabola, and the axial force in the freezing period is greater than that in the thawing period. And the internal force of frame in freezing period is 2-3 times that in thawing period. The results can provide guidance for the design and engineering application of the new frame ventilation anchor.

Key words: permafrost slope, new frame ventilation anchor, cooling effect, model test

CLC Number: 

  • TU 32
[1] LAI Zhi-qiang, BAI Sheng-yuan, CHEN Lin, ZOU Wei-lie, XU Shu-ling, ZHAO Lian-jun, . Experimental study of dewatering characteristics of ring-type tube stockyard sludge storage [J]. Rock and Soil Mechanics, 2025, 46(9): 2805-2815.
[2] HUANG Da-wei, LU Wen-jian, LUO Wen-jun, YU Jue, . An experimental study on the influence of synchronous grouting during shield tunnel construction on vertical displacement and surrounding earth pressure in sandy soil [J]. Rock and Soil Mechanics, 2025, 46(9): 2837-2846.
[3] SONG Wei-tao, ZHANG Pei, DU Xiu-li, LIN Qing-tao, . Influence of soil property on ground response during construction of shallow shield tunnel [J]. Rock and Soil Mechanics, 2025, 46(7): 2179-2188.
[4] YANG Bai, QIN Chao, ZHANG Yin-hai, WANG Wei, XIAO Shi-guo, . Model tests on bearing characteristics of pile with high rock-socketed ratio above an underlying karst cave [J]. Rock and Soil Mechanics, 2025, 46(6): 1839-1850.
[5] SHI Zhan, ZHANG Tie-jun, LI Mei-xiang, TAO Si-ji, BO Yin, LI Yun-bo, . Model test of horizontal freezing reinforcement in mud tank of slurry balanced shield [J]. Rock and Soil Mechanics, 2025, 46(5): 1534-1544.
[6] CHAI Hong-tao, WEN Song-lin, . Centrifugal model test on characteristics of pile foundation bearing capacity failure envelope curve under combined loading [J]. Rock and Soil Mechanics, 2025, 46(5): 1556-1562.
[7] REN Yi-qing, CHEN Bao-guo, REN Guo-qing, YANG Zhen-zhong, XU Fang. Stress characteristics of high-fill box culvert with soft layers placed on the top and sidewall during construction [J]. Rock and Soil Mechanics, 2025, 46(4): 1153-1162.
[8] PEI Yuan-yuan, LONG Jian-hui, GUO Shi-yi, AN Cheng-ji, WENG Hang-yu, ZHANG Ji-ning, . Model test study on stress-strain characteristics of angled reinforced soil retaining wall under different loads [J]. Rock and Soil Mechanics, 2025, 46(2): 539-550.
[9] WANG Bing, HU Xiao-bo, KONG Nan-nan. Experimental study on vacuum combined with electro-osmosis for reinforcing ultrafine particle dredged soil [J]. Rock and Soil Mechanics, 2025, 46(11): 3523-3533.
[10] LIU Wen-jing, DENG Hui, ZHOU Xin. Dynamic response of high steep rock slope with a double-layer ductile shear zone under earthquake action [J]. Rock and Soil Mechanics, 2025, 46(11): 3534-3548.
[11] CHEN Huai-lin, YANG Tao, RAO Yun-kang, ZHANG Zhe, WU Hong-gang, XIE Jiang-wei, TENG Han-qing. Calculation method of sliding surface stress based on segmented sliding surface stress measurement system [J]. Rock and Soil Mechanics, 2025, 46(11): 3562-3573.
[12] LEI Hua-yang, YANG Yang, XU Ying-gang, . Experimental study on stratum disturbance of shield construction under different tunnel depth conditions [J]. Rock and Soil Mechanics, 2024, 45(S1): 1-12.
[13] LIU Zhi-chun, MA Bo, HU Zhi-nan, ZHANG Zhen-bo, DU Kong-ze, . Experimental study on distribution pattern of active earth pressure of foundation pit adjacent to an underground structure [J]. Rock and Soil Mechanics, 2024, 45(S1): 33-41.
[14] SUN Min-yang, WANG Zhong-jin, XIE Xin-yu, ZHANG Ri-hong, LOU Yang, ZHU Da-yong, . Model test on thermal-mechanical characteristics of energy pile groups in saturated clay [J]. Rock and Soil Mechanics, 2024, 45(S1): 382-390.
[15] WU Jiu-jiang, XIAO Lin, WANG Li-juan, ZHANG Yi, . Deformation characteristics and failure modes of nodular diaphragm walls based on particle image velocimetry technology [J]. Rock and Soil Mechanics, 2024, 45(9): 2707-2718.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!