Chapter
Mar 17, 2022

Performance of Precast Piles in Sandy Soils under Different Installation Methods in Thailand

Publication: Geo-Congress 2022

ABSTRACT

Majority of Thai oil and gas facilities are located along the eastern coastal provinces. In a recent oil and gas project, over 10,000 precast piles were installed by conventional driving and jack-in methods. The jack-in piling method was adopted in areas where new facilities were built near existing plants with stringent noise and vibration criteria. Extensive soil investigation program was executed, providing the necessary geotechnical data for subsoil characterization and foundation design. Preliminary pile load tests were conducted to establish the pile driving criteria for driven piles and the termination criteria for jack-in piles. For driven piles, soil-setup was investigated showing a linear relationship with pile length. As for jack-in piles, the termination criteria were determined by considering appropriate jacking force with sufficient holding time, meeting acceptable efficiency and performance. From the load test results, shorter jack-in piles had achieved required ultimate capacities with greater skin friction during installation.

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REFERENCES

AASHTO. (2017). ASSHTO LRFD Bridge Design Specifications 8th Ed., AASHTO, Washington D.C.
ASTM. (2013). D1143/D1143М-07. Standard Test Methods for Deep Foundations Under Static Axial Compressive Load, ASTM International, West Conshohocken, VA.
ASTM. (2007). D3689-07. Standard Test Methods for Deep Foundations Under Static Axial Tensile Load, ASTM International. West Conshohocken, VA.
ASTM. (2013). D3966/D3966M-07. Standard Test Methods for Deep Foundations Under Lateral Load, ASTM International. West Conshohocken, VA.
DIN (Deutsches Institut für Normung). (1999). DIN 4150-3: Structural vibrations – Part 3: Effects of vibration on structures.
FHWA (Federal Highway Administration). (2016). Design and Construction of Driven Pile Foundations Vol. I and II.
Liu, J., Zhang, Z., Yu, F., and Yang, Q. (2013). “Termination criteria for jacked precast high-strength prestressed concrete pipe piles.” Proc. of Institution of Civil Engineers, 166(3), 268–279, https://doi.org/10.1680/geng.10.00083.
Lim, J. K., and Lehane, B. (2015). “Time effects on shaft capacity of jacked piles in sand.” Canadian Geotech. J., 52(11), https://doi.org/10.1139/cgj-2014-0463.
Nordlund, R. L. (1963). Bearing Capacity of Piles in Cohesionless Soils. American Society of Civil Engineers, ASCE, Journal of the Soil Mechanics and Foundations Division, 98(12), 1291–1310.
PDI (Pile Dynamics, Inc.). (2010). GRLWEAP Background Report, Version 2010. Cleveland, OH, 149 p.
Yang, J., Tham, L. G., Lee, P. K. K., Chan, S. T., and Yu, F. (2006a). “Behaviour of jacked and driven piles in sandy soils.” Geotechnique, 56(4), 245–259.
Yang, J., Tham, L. G., Lee, P. K. K., and Yu, F. (2006b). “Observed performance of long steel H-piles jacked into soils.” J. Geotech. & Geoenviron. Eng., 132(1), 24–59.
Zhang, L. M., Ng, C. W. W., Chan, F., and Pang, H. W. (2006). “Termination criteria for jacked pile construction and load transfer in weather soils.” J. Geotech. & Geoenviron. Eng., 132(7), 819–829.

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Go to Geo-Congress 2022
Geo-Congress 2022
Pages: 40 - 49

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Published online: Mar 17, 2022

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Authors

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Chulmin Jung, Ph.D. [email protected]
P.E.
1Dept. of Civil and Architectural Engineering, Samsung Engineering, Gangdong-gu, Seoul, Korea. Email: [email protected]
Tian Ho Seah, Sc.D. [email protected]
2Alfa Geotech, Latphrao, Bangkok, Thailand. Email: [email protected]
P.E.
3Dept. of Civil and Architectural Engineering, Samsung Engineering, Gangdong-gu, Seoul, Korea. Email: [email protected]
Wuttichai Samaiklang [email protected]
4Alfa Geotech, Latphrao, Bangkok, Thailand. Email: [email protected]

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