Experimental Results and Elasto-plastic Analysis of the Vertical Behavior of a Single Model Pile-Reference-Cited by-同舟云学术

Experimental Results and Elasto-plastic Analysis of the Vertical Behavior of a Single Model Pile

Published:2002-03 Issue:1 Volume:1 Page:65-73
ISSN:1346-7581
Container-title:Journal of Asian Architecture and Building Engineering
language:en
Short-container-title:Journal of Asian Architecture and Building Engineering

Author:

Sahara Mamoru¹,Akino Noriyuki²,Tominaga Koji³

Affiliation:

1. Deputy Chief Research Engineer, Building Foundation Engineering Dept., Obayashi Corp. Technical Research Institute 4-640 Shimo-kiyoto, Kiyose, Tokyo 204-8558 Japan ()

2. General Manager, Project Promotion Department, Obayashi Corporation Technical Research Institute 4-640 Shimo-kiyoto, Kiyose, Tokyo 204-8558 Japan ()

3. Professor, Graduate school for International Development and Cooperation, Hiroshima Univ. 1-4-1 Kagamiyama, Higashi-hiroshima, Hiroshima 739-8529 Japan ()

Publisher

Informa UK Limited

Subject

Arts and Humanities (miscellaneous),Building and Construction,Cultural Studies,Architecture,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.3130/jaabe.1.65

Reference4 articles.

1. Clyde N. Baker et al. (1994) Settlement analysis for 450 meter tall KLCC towers, ASCE, Geotech. Special Publication, No.40, 2, 1650-1671.

2. Ishiahara, K. (1976) Basis of dynamic soil mechanics , Kajima institute publishing, 144-146. (in Japanese)

3. Terzaghi, K. (1943) Theoretical Soil Mechanics, John Wiley & Sons, Inc., 130-133.

4. Tsuchiya, T., et al. (1986) Three-dimensional finite element method analysis of immediate settlement and consolidation settlement for building structures on soft ground, Journal of Struct. Constr. Engng, AIJ, Vol.361, 123-130. (in Japanese)

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