Tuladhar, Rabin, Mutsuyoshi, Hiroshi, Maki, Takeshi, and Daigo, Kohji (2005) Lateral loading tests of full-scaled concrete piles embedded into the ground. Proceedings of the Japan Concrete Institute, 27 (2). pp. 919-924.

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Abstract

Recent earthquakes have shown that the non-linearity of soil and soil-structure interaction have significant effect on the seismic behavior of the bridges, especially those constructed on soft ground. This research aims to study the non-linear behavior of the pile-soil interaction during earthquakes using full scaled lateral loading tests on single concrete piles embedded into the ground. One dimensional monotonic loading was carried out in one pile specimen and the second pile specimen was subjected to cyclic loading.

Item ID:	16829
Item Type:	Article (Research - C1)
ISSN:	1347-7560
Keywords:	concrete pile, lateral loading, pile-soil interaction, seismic behavior
Related URLs:	http://opac.ndl.go.jp/articleid/7831298/...
Date Deposited:	10 Sep 2011 22:55
FoR Codes:	09 ENGINEERING > 0905 Civil Engineering > 090504 Earthquake Engineering @ 20% 09 ENGINEERING > 0905 Civil Engineering > 090506 Structural Engineering @ 80%
SEO Codes:	87 CONSTRUCTION > 8702 Construction Design > 870201 Civil Construction Design @ 50% 87 CONSTRUCTION > 8703 Construction Materials Performance and Processes > 870301 Cement and Concrete Materials @ 50%
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