Proceedings of the 2025 8th International Conference on Civil Architecture, Hydropower and Engineering Management (CAHEM 2025)

Comparative Analysis of Foundation Selection and Foundation self-cost for Mechanized Construction of Transmission Lines

Authors
Guoxiong Xie1, *, Jiankun Hua1, Wei Ye2, Qi Wu2, Ke Ju1, Wei Chen1
1Power Grid Branch, POWERCHINA Guizhou Electric Power Engineering Co., Ltd., Guiyang, Guizhou, 550081, China
2Technology Economics Center, POWERCHINA Guizhou Electric Power Engineering Co., Ltd., Guiyang, Guizhou, 550081, China
*Corresponding author. Email: 3182604389@qq.com
Corresponding Author
Guoxiong Xie
Available Online 26 February 2026.
DOI
10.2991/978-94-6239-600-5_13How to use a DOI?
Keywords
Transmission line; mechanized construction; foundation selection; foundation self-cost
Abstract

To investigate foundation selection for mechanized transmission line construction, a technical and economic comparison was conducted for swampy, flat, hilly, and mountainous terrains. Key findings include: (1) Swampy areas: Cast-in-place piles are recommended; spread foundations are feasible but less economical at higher loads. (2) Flat terrain: Spread foundations are more cost-effective (10%–22% cheaper) than mechanically excavated piles when groundwater is deep, but cast-in-place piles are preferred for shallow groundwater or high loads. (3) Hilly areas: Thinner overburden improves the economy of rock anchor foundations. For low loads, micro-piles and rock anchors are cost-effective; for high loads, mechanically excavated piles are better. (4) Mountainous areas: Rock anchors suit thin overburden (≤1 m) with bedrock Grades I–IV; micro-piles fit thick overburden or Grade V rock. For hard rock (>60 MPa), rock anchors or micro-piles are viable, but mechanically excavated piles are preferred when accessible.

Copyright
© 2026 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Download article (PDF)

Volume Title
Proceedings of the 2025 8th International Conference on Civil Architecture, Hydropower and Engineering Management (CAHEM 2025)
Series
Advances in Engineering Research
Publication Date
26 February 2026
ISBN
978-94-6239-600-5
ISSN
2352-5401
DOI
10.2991/978-94-6239-600-5_13How to use a DOI?
Copyright
© 2026 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Guoxiong Xie
AU  - Jiankun Hua
AU  - Wei Ye
AU  - Qi Wu
AU  - Ke Ju
AU  - Wei Chen
PY  - 2026
DA  - 2026/02/26
TI  - Comparative Analysis of Foundation Selection and Foundation self-cost for Mechanized Construction of Transmission Lines
BT  - Proceedings of the 2025 8th International Conference on Civil Architecture, Hydropower and Engineering Management (CAHEM 2025)
PB  - Atlantis Press
SP  - 120
EP  - 132
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6239-600-5_13
DO  - 10.2991/978-94-6239-600-5_13
ID  - Xie2026
ER  -