Skip to main content

2023 | OriginalPaper | Buchkapitel

Seismic Analysis of Pile Foundations Using an Integrated Approach

verfasst von : Pradeep Kumar Dammala, A. Murali Krishna

Erschienen in: Advances in Earthquake Geotechnics

Verlag: Springer Nature Singapore

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

This article presents an integrated approach for seismic analysis of pile foundations and demonstrates the applicability through an example. The approach involves various steps starting from identifying the seismic sources, analyzing local soil conditions, ground response analysis, and dynamic analysis of pile foundations. The complete nonlinearity of the soil (in case of liquefied soils) is incorporated in the analysis through nonlinear effective stress-based ground response and liquefaction analysis. A single pile and a 2 × 2 pile group are considered and dynamic analysis with varying earthquake intensities of ground motions have been applied to analyze the effect of intensity on pile response. The obtained results are presented in terms of pile displacements and bending moments. A state-of-the-art strain-hardening model has been utilized to simulate the response of pile in liquefied stratum. The proposed approach can be adopted for the design of pile-supported structures in seismically active regions as well as requalification studies of existing pile-supported structures.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

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!

Literatur
Zurück zum Zitat API 2000 American Petroleum Institute (2014). API Recommended Practice 2A-WSD. 7056 (November). API 2000 American Petroleum Institute (2014). API Recommended Practice 2A-WSD. 7056 (November).
Zurück zum Zitat Brown, B. D. A., Morrison, C., & Reese, L. C. (1988). Lateral laod behavior of pile group in sand. Journal of Geotechnical Engineering, 114(11), 1261–1276.CrossRef Brown, B. D. A., Morrison, C., & Reese, L. C. (1988). Lateral laod behavior of pile group in sand. Journal of Geotechnical Engineering, 114(11), 1261–1276.CrossRef
Zurück zum Zitat Computers and Structures Inc. (2015). CSI Analysis Reference Manual. December, 496. Computers and Structures Inc. (2015). CSI Analysis Reference Manual. December, 496.
Zurück zum Zitat Dammala, P. K. (2019). Dynamic characterisation of soils and seismic analysis of deep foundations (Doctoral dissertation). Dammala, P. K. (2019). Dynamic characterisation of soils and seismic analysis of deep foundations (Doctoral dissertation).
Zurück zum Zitat Dammala, P. K., & Krishna, A. M. (2019). Kinematic response of pile foundations in liquefiable soils. In F. Silvestri & Moraci (Eds.), Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (Issue 1999, pp. 1944–1951). Dammala, P. K., & Krishna, A. M. (2019). Kinematic response of pile foundations in liquefiable soils. In F. Silvestri & Moraci (Eds.), Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions (Issue 1999, pp. 1944–1951).
Zurück zum Zitat Dammala, P. K., Rouholamin, M., Nikitas, G., Bhattacharya, S., & Murali Krishna, A. (2017c). Bending response of pile foundations during partial liquefaction. IGC, 1–10. Dammala, P. K., Rouholamin, M., Nikitas, G., Bhattacharya, S., & Murali Krishna, A. (2017c). Bending response of pile foundations during partial liquefaction. IGC, 1–10.
Zurück zum Zitat Dammala, P. K., Kumar, S. S., Krishna, A. M., & Bhattacharya, S. (2019a). Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis. Bulletin of Earthquake Engineering, vol. 17, Issue 6. Springer Netherlands. https://doi.org/10.1007/s10518-019-00592-6. Dammala, P. K., Kumar, S. S., Krishna, A. M., & Bhattacharya, S. (2019a). Dynamic soil properties and liquefaction potential of northeast Indian soil for non-linear effective stress analysis. Bulletin of Earthquake Engineering, vol. 17, Issue 6. Springer Netherlands. https://​doi.​org/​10.​1007/​s10518-019-00592-6.
Zurück zum Zitat Dammala, P. K., & Murali Krishna, A. (2019b). Dynamic characterization of soils using various methods for seismic site response studies. In Frontiers in geotechnical engineering (pp. 273–301). Springer, Singapore. Dammala, P. K., & Murali Krishna, A. (2019b). Dynamic characterization of soils using various methods for seismic site response studies. In Frontiers in geotechnical engineering (pp. 273–301). Springer, Singapore.
Zurück zum Zitat DNV. (2014). DNV-OS-J101 design of offshore wind turbine structures. May. DNV. (2014). DNV-OS-J101 design of offshore wind turbine structures. May.
Zurück zum Zitat Haldar, S., & Babu, G. L. S. (2010). Failure mechanisms of pile foundations in liquefiable soil: Parametric study. International Journal of Geomechanics, 10(April), 74–84.CrossRef Haldar, S., & Babu, G. L. S. (2010). Failure mechanisms of pile foundations in liquefiable soil: Parametric study. International Journal of Geomechanics, 10(April), 74–84.CrossRef
Zurück zum Zitat Hashash, Y. M. A., Musgrouve, M. I., Harmon, J. A., Groholski, D. R., Phillips, C., & Park, D. (2016). DEEPSOIL 6.1, User Manual. Hashash, Y. M. A., Musgrouve, M. I., Harmon, J. A., Groholski, D. R., Phillips, C., & Park, D. (2016). DEEPSOIL 6.1, User Manual.
Zurück zum Zitat Imai, T., & Tonouchi, K. (1982). Correlation of N-value with S-wave velocity and shear modulus. Proceedings of the 2nd European Symposium on Penetration Testing, 57–72. Imai, T., & Tonouchi, K. (1982). Correlation of N-value with S-wave velocity and shear modulus. Proceedings of the 2nd European Symposium on Penetration Testing, 57–72.
Zurück zum Zitat IS:1893. (2016). Criteria for earthquake resistant design of structures. Indian Standard, 1–44. IS:1893. (2016). Criteria for earthquake resistant design of structures. Indian Standard, 1–44.
Zurück zum Zitat Kumar, S. S., Adapa, M. K., & Dey, A. (2018a). Importance of site-specific dynamic soil properties for seismic ground response studies. International Journal of Geotechnical Earthquake Engineering, In press. Kumar, S. S., Adapa, M. K., & Dey, A. (2018a). Importance of site-specific dynamic soil properties for seismic ground response studies. International Journal of Geotechnical Earthquake Engineering, In press.
Zurück zum Zitat Mylonakis, G. (2001). Simplified model for seismic pile bending at soil layer interfaces. Soils and FoundationsSoils and Foundations, 41(4), 47–58.CrossRef Mylonakis, G. (2001). Simplified model for seismic pile bending at soil layer interfaces. Soils and FoundationsSoils and Foundations, 41(4), 47–58.CrossRef
Zurück zum Zitat Nikolaou, S., Mylonakis, G., Gazetas, G., & Tazoh, T. (2001). Kinematic pile bending during earthquakes: Analysis and field measurements. Geotechnique, 51(5), 425–440.CrossRef Nikolaou, S., Mylonakis, G., Gazetas, G., & Tazoh, T. (2001). Kinematic pile bending during earthquakes: Analysis and field measurements. Geotechnique, 51(5), 425–440.CrossRef
Zurück zum Zitat Nogami, B. T., Otani, J., Konagai, K., & Chen, H. (1992). Nonlinears oil–pile interaction model for dynamic lateral motion. 118(1), 89–106. Nogami, B. T., Otani, J., Konagai, K., & Chen, H. (1992). Nonlinears oil–pile interaction model for dynamic lateral motion. 118(1), 89–106.
Zurück zum Zitat Novak et al., 1978 Novak, M., Aboul-Ella, F., Nogami, T. (1978). Dynamic soil reactions for plane strain case. Journal of Engineering Mechanics, 104(4), 953–959. Novak et al., 1978 Novak, M., Aboul-Ella, F., Nogami, T. (1978). Dynamic soil reactions for plane strain case. Journal of Engineering Mechanics, 104(4), 953–959.
Zurück zum Zitat Puri, N., Nikitas, G., Jain, A., Dammala, P. K., & Bhattacharya, S. (2019). Dynamic soil properties and seismic ground response analysis for North Indian seismic belt subjected to the great Himalayan Earthquakes. Soil Dynamics and Earthquake Engineering, (Under Rev). Puri, N., Nikitas, G., Jain, A., Dammala, P. K., & Bhattacharya, S. (2019). Dynamic soil properties and seismic ground response analysis for North Indian seismic belt subjected to the great Himalayan Earthquakes. Soil Dynamics and Earthquake Engineering, (Under Rev).
Zurück zum Zitat Randolph, M. F. (1981). The response of flexible piles to lateral loading. Geotechnique, 31(2), 247–259.CrossRef Randolph, M. F. (1981). The response of flexible piles to lateral loading. Geotechnique, 31(2), 247–259.CrossRef
Zurück zum Zitat Rele, R., Dammala, P. K., Bhattacharya, S., & Balmukund, R. (2019). Seismic behaviour of rocking bridge pier supported by novel elastomeric pads on pile foundation. Soil Dynamics and Earthquake Engineering, 124, 98–120.CrossRef Rele, R., Dammala, P. K., Bhattacharya, S., & Balmukund, R. (2019). Seismic behaviour of rocking bridge pier supported by novel elastomeric pads on pile foundation. Soil Dynamics and Earthquake Engineering, 124, 98–120.CrossRef
Zurück zum Zitat Rouholamin, M. (2016). An experimental investigation of transient dynamics of pile-supported structures in liquefiable soils. Mehdi Rouholamin A thesis submitted for the degree of Doctor of Philosophy at the University of Surrey , (Issue April). Rouholamin, M. (2016). An experimental investigation of transient dynamics of pile-supported structures in liquefiable soils. Mehdi Rouholamin A thesis submitted for the degree of Doctor of Philosophy at the University of Surrey , (Issue April).
Zurück zum Zitat Sitharam T, Govindaraju L, Sridharan, A (2004) Dynamic properties and liqefaction potential of soils. Current Science, 87(10), 1370–1378. Sitharam T, Govindaraju L, Sridharan, A (2004) Dynamic properties and liqefaction potential of soils. Current Science, 87(10), 1370–1378.
Zurück zum Zitat Vucetic, M., & Dobry, R. (1991). Effect of soil plasticity on cyclic response. Journal of Geotechnical & Geoenvironmental Engineering, 117(1), 89–107.CrossRef Vucetic, M., & Dobry, R. (1991). Effect of soil plasticity on cyclic response. Journal of Geotechnical & Geoenvironmental Engineering, 117(1), 89–107.CrossRef
Zurück zum Zitat Wang, S., Kutter, B. L., Chacko, J., Wilson, D. W., Boulanger, R. W., & Abghari, A. (1998). Nonlinear seismic soil-pile structure interaction. Earthquake Spectra, 14(2), 377–396.CrossRef Wang, S., Kutter, B. L., Chacko, J., Wilson, D. W., Boulanger, R. W., & Abghari, A. (1998). Nonlinear seismic soil-pile structure interaction. Earthquake Spectra, 14(2), 377–396.CrossRef
Zurück zum Zitat Wilson, B. D. W., Member, A., Boulanger, R. W., & Kutter, B. L. (2000). Observed seismic lateral resistance of liquefying sand. Journal of Geotechnical & Geoenvironmental Engineering, 126(October), 898–906.CrossRef Wilson, B. D. W., Member, A., Boulanger, R. W., & Kutter, B. L. (2000). Observed seismic lateral resistance of liquefying sand. Journal of Geotechnical & Geoenvironmental Engineering, 126(October), 898–906.CrossRef
Metadaten
Titel
Seismic Analysis of Pile Foundations Using an Integrated Approach
verfasst von
Pradeep Kumar Dammala
A. Murali Krishna
Copyright-Jahr
2023
Verlag
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-19-3330-1_5