+ Site Statistics
+ Search Articles
+ PDF Full Text Service
How our service works
Request PDF Full Text
+ Follow Us
Follow on Facebook
Follow on Twitter
Follow on LinkedIn
+ Subscribe to Site Feeds
Most Shared
PDF Full Text
+ Translate
+ Recently Requested

Dynamic response of vertically loaded helical and driven steel piles



Dynamic response of vertically loaded helical and driven steel piles



Canadian Geotechnical Journal 50(5): 521-535




Please choose payment method:






(PDF emailed within 0-6 h: $19.90)

Accession: 067686706

Download citation: RISBibTeXText

DOI: 10.1139/cgj-2011-0126


Related references

Dynamic response of vertically-loaded small-scale piles in sand. European Conference on Earthquake Engineering 8, Vol, 1986

Axial compressive response of large-capacity helical and driven steel piles in cohesive soil. Canadian Geotechnical Journal 52(2): 224-243, 2015

Dynamic response of laterally loaded piles in clay. Proceedings of the Institution of Civil Engineers Geotechnical Engineering, 2006

Dynamic response curves for vertically loaded floating pile foundations. Canadian Geotechnical Journal 18(2): 300-312, 1981

Influence of interface conditions on dynamic response of axially loaded piles. Pages 75-83 1984, 1984

Vertically loaded piles in non-homogeneous media. International Journal for Numerical and Analytical Methods in Geomechanics 21(8): 507-532, 1997

Dynamic response curves for vertically loaded floating pile foundations: Discussion. Canadian Geotechnical Journal 19(2): 206-208, 1982

Vertically and laterally loaded piles in clay soil. Proceedings - European Conference on Soil Mechanics and Foundation Engineering 6, Vol, 1976

Influences of Biot's compressible parameters on dynamic response of vertically loaded multilayered poroelastic soils. Soil Dynamics and Earthquake Engineering 94: 7-12, 2017

Comparison of GOST and ASTM as to Soil Testing by Vertically Loaded Piles. Soil Mechanics and Foundation Engineering 52(1): 33-37, 2015

Finite layer analysis of vertically loaded piles and pile groups. Computers and Geotechnics 18(1): 47-63, 1996

Group interaction on vertically loaded piles in saturated poroelastic soil. Computers and Geotechnics 56: 1-10, 2014

Improved design procedures for vertically loaded H-piles in sand; discussion and closure. Journal of Geotechnical Engineering 118(7): 1133-1137, 1992

A Winkler model approach for vertically and laterally loaded piles in nonhomogeneous soil. International Journal for Numerical and Analytical Methods in Geomechanics 36.17, 2012

BEM analysis of the interaction factor for vertically loaded dissimilar piles in saturated poroelastic soil. Computers and Geotechnics 62: 223-231, 2014