Kinematic Bending of Fixed-Head Piles in Nonhomogeneous Soil-Reference-Cited by-同舟云学术

Kinematic Bending of Fixed-Head Piles in Nonhomogeneous Soil

Published:2015-04 Issue:4 Volume:141 Page:04014126
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Di Laora Raffaele¹,Rovithis Emmanouil²

Affiliation:

1. Research Associate, Dept. of Civil Engineering, Design, Building and Environment, Second Univ. of Napoli, 81031 Aversa (CE), Italy (corresponding author).

2. Researcher, Institute of Engineering Seismology and Earthquake Engineering (ITSAK), 55102 Thessaloniki, Greece.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001270

Reference41 articles.

1. Kinematic response of single piles for different boundary conditions: Analytical solutions and normalization schemes

2. ANSYS 10.0 [Computer software]. Canonsburg PA ANSYS.

3. Blaney G. W. Kausel E. and Roesset J. M. (1976). “Dynamic stiffness of piles.” Proc. 2nd Int. Conf. on Numerical Methods in Geomechanics Vol. 2 ASCE Blacksburg VA 1001–1012.

4. Nonlinear analysis of laterality loaded piles in cohesionless soils

5. CEN (European Committee for Standardization). (2003). “Eurocode 8: Design of structures for earthquake resistance. Part 5: Foundations retaining structures and geotechnical aspects.” EN1998-5 Brussels Belgium.

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