Skip to main content

2022 | OriginalPaper | Buchkapitel

Recent Advances in Helical Piles for Dynamic and Seismic Applications

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

search-config
loading …

Abstract

Helical piles have become popular foundation option owing to their many advantages related to ease of installation and large load carrying capacity. They are typically manufactured of straight steel shafts fitted with one or more helices and are installed using mechanical torque. They can sustain static and dynamic loading and are increasingly used in applications that induce complex loading conditions on them. The behavior and design of single vertical helical piles subjected to static loading is well investigated. However, a few studies investigated the dynamic or seismic behavior of single helical piles and their group behavior. This paper presents recent advances in evaluating the axial and lateral capacity and performance of helical piles and their response to dynamic and seismic loads.

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 Al-baghdadi, T.A., Brown, M.J., Knappett, J.A., Ishikura, R.: Modelling of laterally loaded screw piles with large helical plates in sand. In: Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics (Frontiers in Offshore Geotechnics III), Oslo, Norway, 10-12 June 2015, pp. 503–508 (2015) Al-baghdadi, T.A., Brown, M.J., Knappett, J.A., Ishikura, R.: Modelling of laterally loaded screw piles with large helical plates in sand. In: Proceedings of the 3rd International Symposium on Frontiers in Offshore Geotechnics (Frontiers in Offshore Geotechnics III), Oslo, Norway, 10-12 June 2015, pp. 503–508 (2015)
Zurück zum Zitat Bagheri, F., El Naggar, M.H.: Effects of installation disturbance on behavior of multi-helix piles in structured clays. J. Deep Found. 9(2), 80–91 (2016)CrossRef Bagheri, F., El Naggar, M.H.: Effects of installation disturbance on behavior of multi-helix piles in structured clays. J. Deep Found. 9(2), 80–91 (2016)CrossRef
Zurück zum Zitat Bradka, T.D.: Vertical capacity of helical screw anchor piles. Master of Engineering Report, University of Alberta, Alberta, Canada (1997) Bradka, T.D.: Vertical capacity of helical screw anchor piles. Master of Engineering Report, University of Alberta, Alberta, Canada (1997)
Zurück zum Zitat Brandenberg, S.J., Zhao, M., Boulanger, R.W., Wilson, D.W.: p-y plasticity model for nonlinear dynamic analysis of piles in liquefiable soil. J. Geotech. Geoenviron. Eng. 139, 1262–1274 (2013) Brandenberg, S.J., Zhao, M., Boulanger, R.W., Wilson, D.W.: p-y plasticity model for nonlinear dynamic analysis of piles in liquefiable soil. J. Geotech. Geoenviron. Eng. 139, 1262–1274 (2013)
Zurück zum Zitat Das, B., Ramana, G.: Principles of soil dynamics, 2nd International SI (edn.). Cengage learning, Boston (2011) Das, B., Ramana, G.: Principles of soil dynamics, 2nd International SI (edn.). Cengage learning, Boston (2011)
Zurück zum Zitat Elgamal, A., Yang, Z., Parra, E.: Computational modeling of cyclic mobility and post-liquefaction site response. Soil Dyn. Earthq. Eng. 22, 259–271 (2002)CrossRef Elgamal, A., Yang, Z., Parra, E.: Computational modeling of cyclic mobility and post-liquefaction site response. Soil Dyn. Earthq. Eng. 22, 259–271 (2002)CrossRef
Zurück zum Zitat Elkasabgy, M., El Naggar, M.H.: Dynamic response of vertically loaded helical and driven steel piles. Can. Geotech. J. 50(5), 521–535 (2013)CrossRef Elkasabgy, M., El Naggar, M.H.: Dynamic response of vertically loaded helical and driven steel piles. Can. Geotech. J. 50(5), 521–535 (2013)CrossRef
Zurück zum Zitat Elkasabgy, M., El Naggar, M.H.: Axial compressive response of large-capacity helical and driven steel piles in cohesive soil. Can. Geotech. J. 52(2), 224–243 (2015)CrossRef Elkasabgy, M., El Naggar, M.H.: Axial compressive response of large-capacity helical and driven steel piles in cohesive soil. Can. Geotech. J. 52(2), 224–243 (2015)CrossRef
Zurück zum Zitat El-Sawy, M.K., El Naggar, M.H., Cerato, A.B., Elgamal, A.: Data reduction and dynamic p-y curves of helical piles from large scale shake table tests. Geotech. Geoenviron. Eng. ASCE 145(10), 04019075 (2019a) El-Sawy, M.K., El Naggar, M.H., Cerato, A.B., Elgamal, A.: Data reduction and dynamic p-y curves of helical piles from large scale shake table tests. Geotech. Geoenviron. Eng. ASCE 145(10), 04019075 (2019a)
Zurück zum Zitat ElSharnouby, M.M., El Naggar, M.H.: Axial monotonic and cyclic performance of fibre-reinforced polymer (FRP) – steel fibre–reinforced helical pulldown micropiles (FRP-RHPM). Can. Geotech. J. 49(12), 1378–1392 (2012a)CrossRef ElSharnouby, M.M., El Naggar, M.H.: Axial monotonic and cyclic performance of fibre-reinforced polymer (FRP) – steel fibre–reinforced helical pulldown micropiles (FRP-RHPM). Can. Geotech. J. 49(12), 1378–1392 (2012a)CrossRef
Zurück zum Zitat ElSharnouby, M.M., El Naggar, M.H.: Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles. Can. Geotech. J. 49(5), 560–573 (2012b)CrossRef ElSharnouby, M.M., El Naggar, M.H.: Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles. Can. Geotech. J. 49(5), 560–573 (2012b)CrossRef
Zurück zum Zitat Elsherbiny, Z., El Naggar, M.H.: Axial compressive capacity of helical piles from field tests and numerical study. Can. Geotech. J. 50(12), 1191–1203 (2013)CrossRef Elsherbiny, Z., El Naggar, M.H.: Axial compressive capacity of helical piles from field tests and numerical study. Can. Geotech. J. 50(12), 1191–1203 (2013)CrossRef
Zurück zum Zitat Fahmy, A., El Naggar, M.H.: Cyclic lateral performance of helical tapered piles in silty sand. J. Deep Found. 10(3), 111–124 (2016a)CrossRef Fahmy, A., El Naggar, M.H.: Cyclic lateral performance of helical tapered piles in silty sand. J. Deep Found. 10(3), 111–124 (2016a)CrossRef
Zurück zum Zitat Fleming, B.J., Sritharan, S., Miller, G.A., Muraleetharan, K.K.: Full-scale seismic testing of piles in improved and unimproved soft clay. Earthq. Spectra 32(1), 239–265 (2016) Fleming, B.J., Sritharan, S., Miller, G.A., Muraleetharan, K.K.: Full-scale seismic testing of piles in improved and unimproved soft clay. Earthq. Spectra 32(1), 239–265 (2016)
Zurück zum Zitat Hussein, A.F., El Naggar, M.H.: Seismic performance of driven and helical piles in cohesive soil. Acta Geotechnica (2022b, submitted) Hussein, A.F., El Naggar, M.H.: Seismic performance of driven and helical piles in cohesive soil. Acta Geotechnica (2022b, submitted)
Zurück zum Zitat Livneh, B., El Naggar, M.H.: Axial load testing and numerical modeling of square shaft helical piles. Can. Geotech. J. 45(8), 1142–1155 (2008)CrossRef Livneh, B., El Naggar, M.H.: Axial load testing and numerical modeling of square shaft helical piles. Can. Geotech. J. 45(8), 1142–1155 (2008)CrossRef
Zurück zum Zitat Lutenegger, A.J.: Cylindrical Shear Or Plate Bearing? – Uplift behavior if multi-helix screw anchors in clay. In: International Foundation Congress and Equipment Expo, pp. 456–463 (2009) Lutenegger, A.J.: Cylindrical Shear Or Plate Bearing? – Uplift behavior if multi-helix screw anchors in clay. In: International Foundation Congress and Equipment Expo, pp. 456–463 (2009)
Zurück zum Zitat Matlock, H.: Correlations for design of laterally loaded piles in soft clay. In: Proceedings of the 2nd Offshore Technology Conference, Houston, Texas, pp. 577–594 (1970) Matlock, H.: Correlations for design of laterally loaded piles in soft clay. In: Proceedings of the 2nd Offshore Technology Conference, Houston, Texas, pp. 577–594 (1970)
Zurück zum Zitat Mazzoni, S., McKenna, F., Scott, M.H., Fenves, G.L.: OpenSees command language manual Pacific Earthquake Engineering Research (PEER) Center 264 (2006) Mazzoni, S., McKenna, F., Scott, M.H., Fenves, G.L.: OpenSees command language manual Pacific Earthquake Engineering Research (PEER) Center 264 (2006)
Zurück zum Zitat McClelland, B., Focht, J.A.: Soil modulus of laterally loaded piles. Trans. ASCE 123, 1049–1063 (1958) McClelland, B., Focht, J.A.: Soil modulus of laterally loaded piles. Trans. ASCE 123, 1049–1063 (1958)
Zurück zum Zitat Mooney, J.S., Clemence, S.P., Adamczak, S.: Uplift capacity of helix anchors in clay and silt. In: ASCE Convention Conference Proceedings, New York, pp. 48–72. ASCE (1985) Mooney, J.S., Clemence, S.P., Adamczak, S.: Uplift capacity of helix anchors in clay and silt. In: ASCE Convention Conference Proceedings, New York, pp. 48–72. ASCE (1985)
Zurück zum Zitat Murchison, J., O'Neill, M.: Evaluation of p-y relationships in cohesionless soils: analysis and design of pile foundations. In: Proceedings of the Symposium in conjunction with ASCE National Convention, pp. 174–191 (1984) Murchison, J., O'Neill, M.: Evaluation of p-y relationships in cohesionless soils: analysis and design of pile foundations. In: Proceedings of the Symposium in conjunction with ASCE National Convention, pp. 174–191 (1984)
Zurück zum Zitat Orang, M.J., Boushehri, R., Motamed, R., Prabhakaran, A., Elgamal, A.: Large-scale shake table experiment on the performance of helical piles in liquefiable soils. In: Proceedings of the 45th DFI Annual Conference on Deep Foundations, Deep Foundations Institute (2021) Orang, M.J., Boushehri, R., Motamed, R., Prabhakaran, A., Elgamal, A.: Large-scale shake table experiment on the performance of helical piles in liquefiable soils. In: Proceedings of the 45th DFI Annual Conference on Deep Foundations, Deep Foundations Institute (2021)
Zurück zum Zitat Perko, H.A.: Helical Piles: A Practical Guide to Design and Installation. Wiley, New Jersey (2009)CrossRef Perko, H.A.: Helical Piles: A Practical Guide to Design and Installation. Wiley, New Jersey (2009)CrossRef
Zurück zum Zitat Reese, L.C., Cox, W.R., Koop, F.D.: Field testing and analysis of laterally loaded piles in stiff clay. In: Proceedings of the 7th Offshore Technology Conference, Dallas, Texas, pp. 672–690 (1975) Reese, L.C., Cox, W.R., Koop, F.D.: Field testing and analysis of laterally loaded piles in stiff clay. In: Proceedings of the 7th Offshore Technology Conference, Dallas, Texas, pp. 672–690 (1975)
Zurück zum Zitat Reese, L.C., Welch, R.C.: Lateral loading of deep foundations in stiff clay. J. Geotech. Eng. Div. ASCE 101(GT7), 633–649 (1975) Reese, L.C., Welch, R.C.: Lateral loading of deep foundations in stiff clay. J. Geotech. Eng. Div. ASCE 101(GT7), 633–649 (1975)
Zurück zum Zitat Reese, L.C., Van Impe, W.F.: Single Piles and Pile Group Under Lateral Loading, 2nd edn. Balkema, Rotterdam (2001) Reese, L.C., Van Impe, W.F.: Single Piles and Pile Group Under Lateral Loading, 2nd edn. Balkema, Rotterdam (2001)
Zurück zum Zitat Sarkar, D., König, D., Goudarzy, M.: The influence of particle characteristics on the index void ratios in granular materials. Particuology 46, 1–13 (2019) Sarkar, D., König, D., Goudarzy, M.: The influence of particle characteristics on the index void ratios in granular materials. Particuology 46, 1–13 (2019)
Zurück zum Zitat Tappenden, K.M.: Predicting the Axial Capacity of Screw Piles Installaed in Western Canadian Soils. The University of Alberta, Edmonton (2007) Tappenden, K.M.: Predicting the Axial Capacity of Screw Piles Installaed in Western Canadian Soils. The University of Alberta, Edmonton (2007)
Zurück zum Zitat Vesic, A.S.: Beam on elastic subgrade and the Winkler hypothesis. In: Proceedings of 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, vol. 1, pp. 845–850 (1961) Vesic, A.S.: Beam on elastic subgrade and the Winkler hypothesis. In: Proceedings of 5th International Conference on Soil Mechanics and Foundation Engineering, Paris, France, vol. 1, pp. 845–850 (1961)
Zurück zum Zitat Yang, Z., Lu, J., Elgamal, A.: OpenSees soil models and solid-fluid fully coupled ele-ments User’s Manual Ver 1:27 (2008) Yang, Z., Lu, J., Elgamal, A.: OpenSees soil models and solid-fluid fully coupled ele-ments User’s Manual Ver 1:27 (2008)
Zurück zum Zitat Zhang, D.J.Y.: Predicting capacity of helical screw piles in Alberta soils. M.E.Sc. thesis, University of Alberta, Edmonton, Alberta, Canada (1999) Zhang, D.J.Y.: Predicting capacity of helical screw piles in Alberta soils. M.E.Sc. thesis, University of Alberta, Edmonton, Alberta, Canada (1999)
Metadaten
Titel
Recent Advances in Helical Piles for Dynamic and Seismic Applications
verfasst von
M. Hesham El Naggar
Copyright-Jahr
2022
DOI
https://doi.org/10.1007/978-3-031-11898-2_2