HomeJPAIR Multidisciplinary Research Journalvol. 65 no. 3 (2026)

Innovating Transmission Line Foundations in Mountainous Terrain: A Narrative Literature Review

Nayna B. Mallopa | Angelene Francisco | Millen Grace Galero | Vanessa Gallardo

Discipline: Civil Engineering

 

Abstract:

Transmission line projects in mountainous regions encounter persistent engineering challenges due to steep slopes, unstable soils, and logistical constraints. Foundation design, as a critical determinant of reliability and cost efficiency, requires integrated strategies that combine geotechnical rigor, construction management, and resource planning. This study employs a narrative literature review to synthesize research on five interconnected dimensions of foundation performance: terrain characteristics, foundation type selection, geotechnical assessment quality, construction methods, and budget allocation. Results highlight that slope gradient and soil type strongly influence bearing capacity and failure rates; anchor foundations provide time efficiency in accessible sites, while pad and pile foundations remain essential in weak soils. High-quality geotechnical assessments, supported by effective communication between design and field teams, reduce unexpected failures. Mechanized construction methods improve cost efficiency in moderate terrains but lose advantage in rugged zones where mobilization and equipment reliability are compromised. Budget allocation enhances outcomes only when mediated by efficient material logistics. The review concludes that sustainable transmission line foundation design in mountainous terrain requires an integrated approach that links technical rigor, financial planning, and logistics efficiency. This has practical implications for infrastructure planning in the Philippines, where terrain-sensitive strategies can reduce delays and costs. Future research should develop predictive models that combine terrain parameters with supply chain simulations to guide proactive design and investment decisions in the Philippine and Asian context.



References:

  1. Acidri, S. (2019). A comparative analysis of foundations using prescriptive design and static loading test methods:(case study: the Karuma interconnection power project in Uganda) (Doctoral dissertation, Kyambogo University.). https://kyuspace.kyu.ac.ug/items/4e2a0b9e-99dd-41ee-a478-ba342867fc95
  2. Alkahtani, M. Q. (2021). Guidelines for designing the overhead transmission tower foundations adjacent to cohesionless slopes (Doctoral dissertation, The University of Western Ontario (Canada) https://ir.lib.uwo.ca/etd/8256/.
  3. Aruna, R., & Arulselvan, S. (2017). Analysis of foundation failure in concrete structures. International Research Journal of Engineering and Technology, 4(3), 508–512. https://www.irjet.net/archives/V4/i3/IRJET-V4I3508.pdf
  4. Barden, L., McGown, A., & Collins, K. (1973). The collapse mechanism in partly saturated soil. Engineering Geology, 7(1), 49-60. https://doi.org/10.1016/0013-7952(73)90006-9
  5. Bromhead, E. N. (1992). The stability of slopes (3rd ed.). Spon Press.
  6. Chandra Sekhar, V., & Duggal, A. K. (2019). A comparative study on various types of transmission line tower foundations. Journal of Emerging Technologies and Innovative Research, 6(6), 570–574. https://www.jetir.org/papers/JETIR1906D68.pdf
  7. Chen, F. H. (1988). Foundations on expansive soils. Elsevier.
  8. Crux Subsurface, Inc. (2022, August 29). Micropile transmission foundations in environmentally sensitive, challenging terrain. https://www.cruxsub.com/micropile-transmission-foundations-in-environmentally-sensitive-challenging-terrain/
  9. Das, B. M., & Sobhan, K. (2013). Principles of foundation engineering (7th ed.). Cengage Learning.
  10. Díaz, A. C. (2023, November). Foundation Design Alternatives for Residential Building Near Natural Slope. In Rocscience International Conference (RIC 2023) (pp. 615-621). Atlantis Press. DOI 10.2991/978-94-6463-258-3_57
  11. Fellenius, B. H. (2017). Basics of foundation design (Electronic edition).
  12. Golder Associates. (2016). Mitigation of land movement in steep and rugged terrain for pipeline projects. INGAA Foundation. https://ingaa.org/foundation/resources/mitigation-of-land-movement-in-steep-and-rugged-terrain-for-pipeline-projects/
  13. Graterol M, J. (2008). A review of foundation failures on plastic clays, following the yield shear strength concept of a plastic solid in this kind of soil. https://scholarsmine.mst.edu/cgi/viewcontent.cgi?article=3290&context=icchge
  14. Hannigan, P., Goble, G. G., Likins, G. E., & Rausche, F. (2006). Design and Construction of Driven Pile Foundations, Federal Highway Administration, FHWA, Reference Manual-Volume I and II, National Highway Institute. Tech. rep. NHI-05-042, Courses.
  15. Holtz, R. D., Kovacs, W. D., & Sheahan, T. C. (1981). An introduction to geotechnical engineering (Vol. 733). Englewood Cliffs, NJ: Prentice-hall.
  16. Hu, X., Xi, X., & Xiang, Z. (2026). Design and evaluation of structural risk mitigation measures for transmission lines micro-pile foundations in mountainous region. PloS one, 21(2), e0341846. doi: 10.1371/journal.pone.0341846
  17. Hussaina, K., Bina, D., Asgharb, A., Hussainb, J., Iqbalc, S. M., Shaha, S. Y. A., & Hussaind, S. (2022). Geotechnical parameter assessment and bearing capacity analysis for the foundation design. Earth Sci Malaysia, 6(2), 136-145. DOI: http://doi.org/10.26480/esmy.02.2022.136.145
  18. Illingworth, J. R. (2000). Construction methods and planning (2nd ed.). Taylor & Francis.
  19. Juntunen, M., & Lehenkari, M. (2021). A narrative literature review process for an academic business research thesis. Studies in higher education, 46(2), 330-342. https://doi.org/10.1080/03075079.2019.1630813
  20. Kandaris, P. M., Evans, A. E., & Haldar, A. (2018). Guide for Transmission Line Foundations with Least Impact to Environment. In Electrical Transmission and Substation Structures 2018 (pp. 47-61). Reston, VA: American Society of Civil Engineers. https://www.cooperative.com/programs-services/bts/documents/reports/91002k_presentation.pdf
  21. Kramer, S. L. (1996). Geotechnical earthquake engineering prentice hall. New York, 794.
  22. Kulhawy, F. H., & Mayne, P. W. (1990). Manual on estimating soil properties for foundation design (No. EPRI-EL-6800). Electric Power Research Inst., Palo Alto, CA (USA); Cornell Univ., Ithaca, NY (USA). Geotechnical Engineering Group. https://www.osti.gov/biblio/6653074
  23. Littlejohn, G. S., & Bruce, D. A. (1975). Rock anchors-state of the art. Part 1: design. Ground Engineering, 8(3). https://trid.trb.org/View/40218
  24. Liu, Q., & Tian, L. (2024). Analysis on Foundation Selection of Mechanized Construction for Ultra-High Volatge Transmission Line. In Proceedings of the 2024 7th International Conference on Structural Engineering and Industrial Architecture (ICSEIA 2024) (Vol. 30, p. 344). Springer Nature.
  25. Mehta, P. K., & Monteiro, P. J. (2006). Concrete microstructure, properties, and materials. McGraw-hill.
  26. Nova Group Pacific. (2025). Geotechnical services. https://www.novagrouppacific.com.au/capabilities/geotechnical-services
  27. Organisation for Economic Co-operation and Development. (2023). Performance budgeting frameworks: Linking financial allocation to measurable outcomes. OECD Publishing.
  28. Peck, R. B. (1969). Advantages and limitations of the observational method in applied soil mechanics. Geotechnique, 19(2), 171-187. https://doi.org/10.1680/geot.1969.19.2.171
  29. Poulos, H. G. (2017). Tall building foundation design. CRC Press.
  30. Prakash, S., Chopraº, A., Roy, S., Killedar, M., Nadar, J. R., & Balgarº, S. (2024). Supply Chain Optimization in Infrastructure Sectors: Innovations in Commerce and Logistics Management. https://tinyurl.com/336vztt8
  31. Reese, L. C., Van Impe, W., & Wang, S. T. (2025). Single piles and pile groups under lateral loading. CRC press.
  32. Rotaru, A., Bejan, F., & Almohamad, D. (2022). Sustainable slope stability analysis: A critical study on methods. Sustainability, 14(14), 8847. https://doi.org/10.3390/su14148847
  33. SAALG. (2025). The role of communication in geotechnical engineering. SAALG Technical Insights. https://www.saalg.com/post/the-role-of-big-data-analytics-in-geotechnical-investigations-1
  34. Saalg. (2025, July 14). From borehole to design: Rethinking communication across geotechnical monitoring workflows. https://www.saalg.com/post/from-borehole-to-design-rethinking-communication-across-geotechnical-monitoring-workflows
  35. Sabatini, P. J., Bachus, R. C., Mayne, P. W., Schneider, J. A., & Zettler, T. G. (1999). Ground anchors and anchored systems. Federal Highway Administration. https://www.fhwa.dot.gov/engineering/geotech/pubs/if99015.pdf
  36. Seed, H. B., & Idriss, I. M. (1971). Simplified procedure for evaluating soil liquefaction potential. Journal of the Soil Mechanics and Foundations division, 97(9), 1249-1273. https://doi.org/10.1061/JSFEAQ.0001662
  37. Shahbazi, B., Akbarnezhad, A., Rey, D., Ahmadian Fard Fini, A., & Loosemore, M. (2019). Optimization of job allocation in construction organizations to maximize workers’ career development opportunities. Journal of Construction Engineering and Management, 145(6), 04019036. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001652
  38. Skempton, A. W., & Bjerrum, L. (1957). A contribution to the settlement analysis of foundations on clay. Geotechnique, 7(4), 168-178. https://doi.org/10.1680/geot.1957.7.4.168
  39. Terzaghi, K. (1943). Theoretical soil mechanics. John Wiley & Sons.