The Charging Principle and Economic Analysis of Spiral Anchor Foundation of Transmission Line
-- Taking the application in Inner Mongolia Area as an Example
DOI:
https://doi.org/10.54097/azkz7558Keywords:
Spiral Anchor Foundation, Cost Accounting Principle, Cost AnalysisAbstract
With the popularization of mechanized construction of transmission line engineering and the improvement of environmental and water conservancy requirements, some new types of foundations begun to be popularized and applied, and have great advantages. The spiral anchor foundation has the advantages of short construction period, fast mechanized construction speed, and can zero concrete and zero earthwork construction. According to the construction process and test requirements of the spiral anchor, the principle of cost estimation for the main body construction and test the spiral anchor foundation is proposed. Take the application of spiral anchor foundation in Inner Mongolia as an example, the economic critical point of spiral anchor foundation is obtained through cost comparison with the traditional foundation type.
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[1] Rao S N, Prasad Y V S N. Estimation of Uplift Capacity of Helical Anchors in Clays[J]. Journal of Geotechnical Engineering,1993,119(2):352-357.
[2] Yenumula V.S.N. Prasad, S. Narasimha Rao. Lateral Capacity of Helical Piles in Clays[J]. Journal of Geotechnical Engineering,1996,122(11).
[3] Shi Qian, Liu Yiliang, Li Cuihua, etc. Experimental study on application of spiral anchor foundation in transmission line [J] . Journal of Wuhan University of water resources and electric power,1998,31(4):29-32.
[4] Zhangzaki. Analysis of factors influencing the reliability of spiral pile under inclined load [ D ] . Shandong Jianzhu University,2016.
[5] Lavender Cheung, Li Junzhang, MA shoufeng, Zhu Zhaowei, Gao Xiaoli. Application of spiral anchor foundation in transmission line engineering [J]. Journal of Huanghe Science and Technology College, 2024, 26(02):52-56.
[6] Qu Shizhao, Guo Yonghua, Wang Yi, etc In-situ test study and numerical simulation analysis on uplift performance of large screw anchors in silty clay [J]. Journal of Rock Mechanics and Engineering, 2020.
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