Lateral Deformation and Ground Vibration Analysis Due To Pile Driving on Oil and Gas Pipelines

Arraya Fredericko Romanza (1), Yerry Kahaditu Firmansyah (2), Dian Purnamawati Solin (3)
(1) a:1:{s:5:"en_US";s:62:"Universitas Pembangunan Nasional "Veteran" Jawa Timur Surabaya";}, Indonesia,
(2) Universitas Pembangunan Nasional "Veteran" Jawa Timur Surabaya, Indonesia,
(3) Universitas Pembangunan "Veteran" Jawa Timur, Indonesia

Abstract

The reclamation project of Triangle Island within the Java Integrated Industrial Port Estate (JIIPE) necessitates the installation of driven deep foundations in soft clay deposits adjacent to existing oil and gas pipelines. The pile driving process induces lateral soil deformation and ground vibration, posing a severe threat to pipeline integrity. This study evaluates the geotechnical impacts of pile driving and proposes effective mitigation measures. The structural viability of the foundation was initially validated using the Nakazawa method with corrected parameters for bearing capacity, alongside immediate settlement analysis using the Bowles equivalent raft approach for a 37-meter deep, 600 mm diameter steel pipe pile group. Subsequently, two-dimensional numerical modeling using finite element methods was conducted to simulate lateral soil displacement and ground vibration generated by a Junttan HHK 7A hydraulic impact hammer. Several mitigation scenarios, primarily focusing on pre-boring configurations, were analyzed. The unmitigated numerical results demonstrate that stress and lateral displacement around the pipeline approach or exceed allowable design limits. However, the implementation of optimized pre-boring significantly attenuates soil heave and vibration response, keeping pipeline deformations within safe operational thresholds. These findings provide a robust

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References

Abong Sandan, M., & Priadi, E. (2014). DISTRIBUSI DAYA DUKUNG KELOMPOK TIANG PADA TANAH LUNAK KOTA PONTIANAK.

American Petroleum Institute. (1993). API RP 1102.

Bazaraa, A. (1967). Use of the Standard Penetration Test for Estimating Settlements of Shallow Foundations on Sand.

Bradshaw, A. (2006). Design and Construction of Driven Pile Foundations-Lessons Learned on the Central Artery/Tunnel Project.

Das. (2013). principles-of-foundation-engineering-9th-edition-si-edition_compress.

Dechant, Dennis., & Bambei, J. H. . (2017). M11 -- steel water pipe : a guide for design and installation. American Water Works Association.

Deutsches Institut fiir Normung. (2016). DIN 4150-3:2016-12. www.din.de

FRANCESCON, M. (1983). Model pile tests in clay, stresses and displacements due to installation and axial loading. Ph. D Thesis, Cambridge University. https://cir.nii.ac.jp/crid/1573950399307216512.bib?lang=en

Kabeta, W. F. (2022). Effects of full displacement pile installation on the stress and deformation state of surrounding soil: review. Archives of Civil Engineering, 68(4), 445–466. https://doi.org/10.24425/ace.2022.143048

Massarsch, K. R., & Fellenius, B. H. (2015a). Engineering Assessment of Ground Vibrations Caused by Impact Pile Driving. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 46(2).

Massarsch, K. R., & Fellenius, B. H. (2015b). Engineering Assessment of Ground Vibrations Caused by Impact Pile Driving. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 46(2).

Meiliana, F. R., Solin, D. P., & Farichah, H. (2023). ANALISIS MITIGASI DESAKAN AKIBAT PEMANCANGAN PADA GEDUNG WORKSHOP UPN “VETERAN” JAWA TIMUR. Jurnal Arsip Rekayasa Sipil Dan Perencanaan, 6(3). https://doi.org/10.24815/jarsp.v6i3.33442

Mukhanov, D., Zhussupbekov, A., Kaliakin, V., Tleulenova, G., Zhakulin, A., & Zhakulina, A. (2025). COMPREHENSIVE VIBRATION ANALYSIS OF DRIVEN PILES AT AN INDUSTRIAL DEVELOPMENT SITE IN KAZAKHSTAN: 9 IMPLICATIONS FOR CONSTRUCTION SAFETY AND ENGINEERING PRACTICES. https://doi.org/10.21660/2022.000.0000

Sosrodarsono, suyono, & Nakazawa, kazuto. (2000). MEKANIKA TANAH & TEKNIK PONDASI.

Nguyen, T. N., & Nguyen, T. A. (2023). THE EFFECT OF PILE DRIVING PROCESS ON STRESS AND STRAIN OF NEIGHBORING BUILDING’S FOUNDATIONS: AN APPLICATION IN VIETNAM. International Journal of GEOMATE, 24(104), 1–10. https://doi.org/10.21660/2023.104.3688

Solin, D. P., Estikhamah, F., & Farichah, H. (2022). Analisis Perbandingan Daya Dukung Tiang Pancang pada Tanah Berlempung Berdasarkan Data Penyelidikan Tanah. 7(1).

Terzaghi, K., & Peck, R. B. (1967). Soil Mechanics in Engineering Practice Second Edition. John Wiley & Sons.

Vytiniotis, A., Casey, B., & Sykora, D. W. (2018). Lateral Soil Movements Due to Pile Driving: A Case Study in Soft Clays.

Authors

Arraya Fredericko Romanza
Yerry Kahaditu Firmansyah
yerry.kahaditu.ts@upnjatim.ac.id (Primary Contact)
Dian Purnamawati Solin
Romanza, A. F., Yerry Kahaditu Firmansyah, & Solin, D. P. (2026). Lateral Deformation and Ground Vibration Analysis Due To Pile Driving on Oil and Gas Pipelines. AGREGAT, 11(1), 14476–14482. Retrieved from https://journal.um-surabaya.ac.id/Agregat/article/view/31313

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