Model Tests on Horizontal Impedance Functions of Fixed-Head Inclined Pile Groups under Soil Nonlinearity-Reference-Cited by-同舟云学术

Model Tests on Horizontal Impedance Functions of Fixed-Head Inclined Pile Groups under Soil Nonlinearity

Published:2014-06 Issue:6 Volume:140 Page:04014023
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Goit Chandra Shekhar¹,Saitoh Masato²

Affiliation:

1. Researcher, Graduate School of Science and Engineering, Saitama Univ., 255 Shimo-Okubo, Sakura-ku, Saitama 338-8570, Japan (corresponding author).

2. Associate Professor, Graduate School of Science and Engineering, Saitama Univ., 255 Shimo-Okubo, Sakura-ku, Saitama 338-8570, Japan.

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.1943-5606.0001127

Reference29 articles.

1. Simple method for dynamic stiffness and damping of floating pile groups

2. European Committee for Standardization (CEN). (2000). “Structures in seismic regions Part 5: Foundations retaining structures and geotechnical aspects.” Seismic Eurocode EC8 Brussels Belgium.

3. Seismic response of end-bearing single piles

4. Dynamic Interaction Factors for Floating Pile Groups

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