Skip to main content
Top

2021 | OriginalPaper | Chapter

6. Field Tests of Super-Long and Large Diameter Piles

Authors : Jialin Zhou, Erwin Oh

Published in: Full-Scale Field Tests of Different Types of Piles

Publisher: Springer Singapore

Activate our intelligent search to find suitable subject content or patents.

search-config
loading …

Abstract

A compressive loaded pile is a slender element that transfers the loading from the upper structure to the soil layers. Nowadays, because pile foundations with large capacities are required, increasing numbers of super-long and large-diameter piles are being designed for high-rise buildings and bridge projects.

Dont have a licence yet? Then find out more about our products and how to get one now:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Springer Professional "Wirtschaft"

Online-Abonnement

Mit Springer Professional "Wirtschaft" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 340 Zeitschriften

aus folgenden Fachgebieten:

  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Versicherung + Risiko




Jetzt Wissensvorsprung sichern!

Literature
go back to reference Feng, S. J., Lu, S. F., & Shi, Z. M. (2016). Field investigations of two super-long steel pipe piles in offshore areas. Marine Georesources & Geotechnology, 34(6), 559–570.CrossRef Feng, S. J., Lu, S. F., & Shi, Z. M. (2016). Field investigations of two super-long steel pipe piles in offshore areas. Marine Georesources & Geotechnology, 34(6), 559–570.CrossRef
go back to reference Hannigan, P. J., Goble, G. G., Likins, G. E., & Becker, M. L. (2016). Design and construction of driven pile foundations (FHWA-NHI-16-009) (FHWA-NHI-16-009). Federal Highway Administration: USA. Hannigan, P. J., Goble, G. G., Likins, G. E., & Becker, M. L. (2016). Design and construction of driven pile foundations (FHWA-NHI-16-009) (FHWA-NHI-16-009). Federal Highway Administration: USA.
go back to reference Li, S. C., Zhang, Q., Zhang, Q. Q., & Li, L. P. (2016). Field and theoretical study of the response of super-long bored pile subjected to compressive load. Marine Georesources & Geotechnology, 43(1), 71–78.CrossRef Li, S. C., Zhang, Q., Zhang, Q. Q., & Li, L. P. (2016). Field and theoretical study of the response of super-long bored pile subjected to compressive load. Marine Georesources & Geotechnology, 43(1), 71–78.CrossRef
go back to reference Lin, T. J., Xiong, H. J., & Wang L. Q. (1999). Pile foundation design manual. Beijing: China Architecture & Building Press (In Chinese). Lin, T. J., Xiong, H. J., & Wang L. Q. (1999). Pile foundation design manual. Beijing: China Architecture & Building Press (In Chinese).
go back to reference Lu, Y., Tan, Y., & Lan, H. (2019). Full-scale load testing of 75–90-m-long post-grouted drilled shafts in Suzhou stiff clay. Journal of Testing and Evaluation, 47(1), 284–309.CrossRef Lu, Y., Tan, Y., & Lan, H. (2019). Full-scale load testing of 75–90-m-long post-grouted drilled shafts in Suzhou stiff clay. Journal of Testing and Evaluation, 47(1), 284–309.CrossRef
go back to reference Michael, C. M., & Jae, C. (2017). Evaluation of static resistance of deep foundations (BDV31–977–05). Michael, C. M., & Jae, C. (2017). Evaluation of static resistance of deep foundations (BDV31–977–05).
go back to reference Ministry of Construction of the People’s Republic of China. (1999). Standard for soil test method (GB/T 50123-1999). Beijing, China: Ministry of Construction of People’s Republic of China. Ministry of Construction of the People’s Republic of China. (1999). Standard for soil test method (GB/T 50123-1999). Beijing, China: Ministry of Construction of People’s Republic of China.
go back to reference Ministry of Construction of the People’s Republic of China. (2005). Specifications for Highway Engineering Geological Remote Sensing (JTG/T C21–01-2005). Beijing, China: Ministry of Construction of People’s Republic of China. Ministry of Construction of the People’s Republic of China. (2005). Specifications for Highway Engineering Geological Remote Sensing (JTG/T C21–01-2005). Beijing, China: Ministry of Construction of People’s Republic of China.
go back to reference Oliaei, M., & Ghotbi Siabil, S. M. A. (2017). Dynamic behavior of large-diameter piles considering liquefaction under clay layer. Scientia Iranica a, 24(6), 2665–2683. Oliaei, M., & Ghotbi Siabil, S. M. A. (2017). Dynamic behavior of large-diameter piles considering liquefaction under clay layer. Scientia Iranica a, 24(6), 2665–2683.
go back to reference Sun, L. Q., Jia, T. Q., Yan, S. W., Guo, W., Ren, Y. X., & Lei, Z. M. (2016). Prediction of pile running during the driving process of large diameter pipe piles. Ocean Engineering, 128, 48–57.CrossRef Sun, L. Q., Jia, T. Q., Yan, S. W., Guo, W., Ren, Y. X., & Lei, Z. M. (2016). Prediction of pile running during the driving process of large diameter pipe piles. Ocean Engineering, 128, 48–57.CrossRef
go back to reference Wang, D. D., Wang, L. F., & Zhang, L. P. (2015). Experimental study on post grouting bearing capacity of large diameter bored piles. MATEC Web of Conferences, 22, 1–7. Wang, D. D., Wang, L. F., & Zhang, L. P. (2015). Experimental study on post grouting bearing capacity of large diameter bored piles. MATEC Web of Conferences, 22, 1–7.
go back to reference Xing, H. F., Wu, J., & Luo, Y. (2017). Field tests of large-diameter rock socketed bored piles based on the self-balanced method and their resulting load bearing characteristics. European Journal of Environmental and Civil Engineering, 1–15. Xing, H. F., Wu, J., & Luo, Y. (2017). Field tests of large-diameter rock socketed bored piles based on the self-balanced method and their resulting load bearing characteristics. European Journal of Environmental and Civil Engineering, 1–15.
go back to reference Yang, J. B., & Zhong, Z. X. (1998). Research on load transfer mechanism of super-long pile. Chinese Journal of Geotechnical Engineering, 20(6), 76–79. (In Chinese). Yang, J. B., & Zhong, Z. X. (1998). Research on load transfer mechanism of super-long pile. Chinese Journal of Geotechnical Engineering, 20(6), 76–79. (In Chinese).
go back to reference Zhang, J. W., Wang, Z. L., & Qiao, D. Q. (2014). Model test on negative skin friction for super-long pile under surcharge load considering time effect. Applied Mechanics and Materials, 470, 1105–1108.CrossRef Zhang, J. W., Wang, Z. L., & Qiao, D. Q. (2014). Model test on negative skin friction for super-long pile under surcharge load considering time effect. Applied Mechanics and Materials, 470, 1105–1108.CrossRef
go back to reference Zhang, M. Y., Gao, H. Y., Li, Y., Song, H. Z., & Peng, W. T. (2012). Effect of soil stiffness on bearing characteristics of large-diameter and super-long steel pipe pile based on FLAC3D. Applied Mechanics and Materials, 170–173, 743–746. Zhang, M. Y., Gao, H. Y., Li, Y., Song, H. Z., & Peng, W. T. (2012). Effect of soil stiffness on bearing characteristics of large-diameter and super-long steel pipe pile based on FLAC3D. Applied Mechanics and Materials, 170–173, 743–746.
go back to reference Zhou, L. J., Lu, Z. A. I., & Wang, W. J. (2012a). Vertical load mechanism analysis and experimental research on super-long PHC pipe pile in soft clay. Applied Mechanics and Materials, 204–208, 471–478. Zhou, L. J., Lu, Z. A. I., & Wang, W. J. (2012a). Vertical load mechanism analysis and experimental research on super-long PHC pipe pile in soft clay. Applied Mechanics and Materials, 204–208, 471–478.
go back to reference Zhou, D., Lam, K. H., Chen, Y., Zhang, Q., Chiu, Y. C., Luo, H., & Chan, H. L. W. (2012b). Lead-free piezoelectric single crystal based 1–3 composites for ultrasonic transducer applications. Sensors and Actuators A: Physical, 182, 95–100. Zhou, D., Lam, K. H., Chen, Y., Zhang, Q., Chiu, Y. C., Luo, H., & Chan, H. L. W. (2012b). Lead-free piezoelectric single crystal based 1–3 composites for ultrasonic transducer applications. Sensors and Actuators A: Physical, 182, 95–100.
go back to reference Zhou, X. L., Fan, X., & Ji, Y. B. (2014). Optimization design and analysis of super-long pile in deep soft soil foundation for Huzhou commercial and residential building. Electronic Journal of Geotechnical Engineering, 19, 3089–3098. Zhou, X. L., Fan, X., & Ji, Y. B. (2014). Optimization design and analysis of super-long pile in deep soft soil foundation for Huzhou commercial and residential building. Electronic Journal of Geotechnical Engineering, 19, 3089–3098.
go back to reference Zhou, Z. J., Wang, D. D., Zhang, L. P., & Ma, W. S. (2015). Determination of large diameter bored pile’s effective length on Mindlin’s solution. Journal of Traffic and Transportation Engineering, 2(6), 422–428. Zhou, Z. J., Wang, D. D., Zhang, L. P., & Ma, W. S. (2015). Determination of large diameter bored pile’s effective length on Mindlin’s solution. Journal of Traffic and Transportation Engineering, 2(6), 422–428.
go back to reference Zou, X. J., & Zhao, M. H. (2016). Axial bearing behaviour of super-long piles in deep soft clay over stiff layers. Journal of Central South University of Technology, 20(7), 1–16. Zou, X. J., & Zhao, M. H. (2016). Axial bearing behaviour of super-long piles in deep soft clay over stiff layers. Journal of Central South University of Technology, 20(7), 1–16.
Metadata
Title
Field Tests of Super-Long and Large Diameter Piles
Authors
Jialin Zhou
Erwin Oh
Copyright Year
2021
Publisher
Springer Singapore
DOI
https://doi.org/10.1007/978-981-33-6183-6_6