IN-SITU LATERAL LOADING TESTS OF PILED RAFT FOUNDATION FOCUSED ON CONNECTING CONDITION AT PILE HEAD-Reference-Cited by-同舟云学术

IN-SITU LATERAL LOADING TESTS OF PILED RAFT FOUNDATION FOCUSED ON CONNECTING CONDITION AT PILE HEAD

Published:2004 Issue:579 Volume:69 Page:47-53
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

NAGAI Hiroshi¹,TSUCHIYA Tsutomu²

Affiliation:

1. Graduate School, Dept. of Civil Engineering and Architecture, Muroran Institute of Technology

2. Dept. of Civil Engineering and Architecture, Muroran Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/69/579/69_KJ00004091018/_pdf

Reference6 articles.

1. 1) BURLAND B. Behaviour of foundation and structures. Proc. of 9th ICSMFE, Tokyo, 1977. (1977)

2. 3) WATANABE T. Centrifuge modeling of piled raft foundations subjected to horizontal loads. Proc. 5th Int. Conf. On Deep Foundation Practice incorporating Piletalk Int. 2001. 7. (2001)

3. 9) COOKE R. W. Piled raft foundation on stiff clays-a contribution to design philosophy. Geotechnique. (1986) vol.36, no.2, p.169-203.

4. 10) Randolph M. F. Design methods for pile groups and piled rafts. Proc. 13th ICSMGE. (1994) vol.5, p.61-82.

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1. THEORETICAL EQUATIONS TO EVALUATE THE STRESS OF PILES ON PILED RAFT FOUNDATION DURING EARTHQUAKE CONSIDERING NONLINEARITY OF SOIL;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

2. THEORETICAL EQUATIONS TO EVALUATE THE STRESS OF PILES ON PILED RAFT FOUNDATION DURING EARTHQUAKE;Journal of Structural and Construction Engineering (Transactions of AIJ);2009

3. EFFECTS OF NON-LINEARITY OF FOUNDATION, GIRDER, PILE AND SOIL-PILE SPRING ON DYNAMIC BEHAVIOR OF PILE-SUPPORTED STRUCTURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2009