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