Billing Principles and Economic Analysis of Helical Anchor Foundations for Transmission Lines

A Case Study on a 750 kV Transmission Line Project in Xinjiang

Authors

  • Jingshuang Gan PowerChina Henan Electric Power Survey and Design Institute Co., Ltd., Zhengzhou 450007, China
  • Jia Wang Construction Branch of State Grid Xinjiang Electric Power Co., Ltd., Urumqi, Xinjiang Uygur Autonomous Region 830018, China
  • Yonghua Guo PowerChina Henan Electric Power Survey and Design Institute Co., Ltd., Zhengzhou 450007, China
  • Songshan Hu Shenghuan Dispatching Service Of Henan Co., Ltd., Zhengzhou 450007, China

DOI:

https://doi.org/10.54691/h7tvsm76

Keywords:

Helical anchor foundation, billing principle, cost estimation analysis.

Abstract

With the wide application of mechanized construction and increasingly stringent environmental & water conservation requirements for transmission line projects, a variety of new foundation types have been popularized with prominent comprehensive advantages. Helical anchor foundations feature short construction cycles, high mechanized construction efficiency, zero concrete consumption and zero earth excavation works. Based on the construction procedures and test specifications of helical anchor foundations, this paper proposes the billing criteria for main structure construction and test costs. Taking the application of helical anchor foundations in a 750 kV transmission line project in Xinjiang as the research case, cost comparisons with conventional foundation types are conducted to calculate the economic threshold for adopting helical anchor foundations.

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References

[1] Rao, S. N., & Prasad, Y. V. S. N. (1993). Estimation of uplift capacity of helical anchors in clays. Journal of Geotechnical Engineering, 119(2), 352–357.

[2] Prasad, Y. V. S. N., & Rao, S. N. (1996). Lateral capacity of helical piles in clays. Journal of Geotechnical Engineering, 122(11).

[3] Shi, Q., Liu, Y., & Li, C., et al. (1998). Experimental study on application of spiral anchor foundation in transmission line. Journal of Wuhan University of Water Resources and Electric Power, 31(4), 29–32.

[4] Zhang, Z. (2016). Analysis of factors influencing the reliability of spiral pile under inclined load [Master’s thesis]. Shandong Jianzhu University.

[5] Cheung, L., Li, J., Ma, S., Zhu, Z., & Gao, X. (2024). Application of spiral anchor foundation in transmission line engineering. Journal of Huanghe Science and Technology College, 26(2), 52–56.

[6] Qu, S., Guo, Y., & Wang, Y., et al. (2020). In-situ test study and numerical simulation analysis on uplift performance of large screw anchors in silty clay. Journal of Rock Mechanics and Engineering.

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Published

2026-09-28

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Articles