Role of Pile Spacing on Dynamic Behavior of Pile Groups in Layered Soils

Author:

Garala Thejesh Kumar1ORCID,Madabhushi Gopal S. P.2

Affiliation:

1. Research Fellow, Nottingham Centre for Geomechanics, Univ. of Nottingham, Nottingham NG7 2RD, UK; formerly, Ph.D. Student, Schofield Centre, Dept. of Engineering, Univ. of Cambridge, Cambridge CB3 0EF, UK (corresponding author). ORCID: .

2. Professor of Civil Engineering and Director of Schofield Centre, Dept. of Engineering, Univ. of Cambridge, Cambridge CB3 0EF, UK.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference58 articles.

1. Abghari A. and J. Chai. 1995. “Modeling of soil–pile–superstructure interaction for bridge foundations.” In Proc. Performance of Deep Foundations under Seismic Loading 45–59. New York: ASCE.

2. Adachi N. Y. Suzuki and K. Miura. 2004. “Correlation between inertial force and subgrade reaction of pile in liquefied soil.” In Proc. 13th World Conf. on Earthquake Engineering. Vancouver BC: Canadian Association for Earthquake Engineering.

3. Seismic Soil-Pile-Structure Interaction Experiments and Analyses

4. Brennan A. J. and S. P. G. Madabhushi. 2002. “Design and performance of a new deep model container for dynamic centrifuge testing.” In Proc. Int. Conf. on Physical Modelling in Geotechnics 183–188. Rotterdam Netherlands: A.A. Balkema.

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