Nonlinear behavior of reinforced concrete (RC) and steel fiber added RC (WS-SFRC) model piles in medium dense sand

Author:

Akdag Cihan Taylan,Özden Gürkan

Funder

The Scientific and Technological Research Council of Turkey

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Wieczorek GF, Arboleda R, Tubianosa B. Liquefaction and landsliding from the July 16, 1990, Luzon, Philippines earthquake. In: Proceedings from the third Japan-US workshop on earthquake resistant design of lifeline facilities and countermeasures for soil liquefaction. Buffalo, New York: National center for earthquake engineering research (NCEER); 1991. p. 39–55.

2. Barlett SF, Youd TL. Case histories of lateral spreads caused by the 1964 Alaska earthquake. In: Hamada M, Ó Rourke TD, editors. Case studies of liquefaction and lifetime performance during past earthquakes, vol. 2, United states case studies, Buffalo (New York): National center for earthquake engineering research (NCEER); 1992. p. 3–130.

3. Hamada M. Large ground deformations and their effects on lifelines: 1964 Niigata Earthquake. In: Hamada M, Ó Rourke TD, editors. Case studies of liquefaction and lifetime performance during past earthquakes, vol. 1, Japanese case studies, Buffalo (New York): National center for earthquake engineering research (NCEER); 1992. p. 3–123.

4. Earthquake Engineering Research Center (EERC). Geotechnical reconnaissance of the effects of the January 17, 1995 Hyogoken-Nanbu earthquake, Japan. Report UCB/EERC-95/01, Berkeley: University of California; 1995.

5. Foundation damage of structures;Matsui,1996

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