Nonlinear Dynamic Response of Piles under Horizontal Excitation
Author:
Affiliation:
1. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi 110016, India (corresponding author).
2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Kharagpur, West Bengal 721302, India.
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.1943-5606.0000388
Reference42 articles.
1. Nonlinear Behavior of Single Piles in Jacket Type Offshore Platforms Using Incremental Dynamic Analysis
2. Blaney G. W. Muster G. L. and O’Neill M. W. (1987). “Vertical vibration test of a full-scale pile group.” Proc. Dynamic Response of Pile Foundations—Experiment Analysis and Observation Geotechnical Special Pub. No. 11 ASCE New York 149–165.
3. Bureau of Indian Standards. (1972). “Determination of shrinkage factors.” IS 2720 Part 6 Manak Bhavan New Delhi India.
4. Bureau of Indian Standards. (1973). “Determination of water content.” IS 2720 Part 2 Manak Bhavan New Delhi India.
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