A simplified method to consider the pile of insufficient length to obtain the support from bearing stratum-Reference-Cited by-同舟云学术

A simplified method to consider the pile of insufficient length to obtain the support from bearing stratum

Published:2020-06-30 Issue:6 Volume:19 Page:626-636
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:

Hyodo Junichi¹,Tamari Yukio²,Sone Akito³,Ozutsumi Osamu⁴,Ichii Koji⁵

Affiliation:

1. Civil Engineering Division, Tokyo Electric Power Services Co. Ltd, Tokyo, Japan

2. Research and Business Development Unit, Tokyo Electric Power Services Co. Ltd, Tokyo, Japan

3. Port and Coastal engineering Group, Newjec Inc., Tokya, Japan

4. Meisosha Corporation, Tokya, Japan

5. Faculty of Societal Safety Sciences, Kansai University, Osaka, 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/10.1080/13467581.2020.1764847

Reference21 articles.

1. Architectural Institute of Japan. 2001. “Recommendations for Design of Building Foundations.”, 93-326, Tokyo: Architectural Institute of Japan. (In Japanese)

2. Load-Settlement Analysis for Bored Piles Using Hyperbolic Transfer Functions

3. Soil–pile separation effect on the performance of a pile group under static and dynamic lateral loads

4. A STUDY ON THE MODELING OF THE END BEARING CAPACITY OF PILE FOR THE TWO DIMENTIONAL EFFECTIVE STRESS ANALYSIS

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