HORIZONTAL RESISTANCE OF PILE EVALUATED BY CHANG'S FORMULA USING COEFFICIENT OF SUBGRADE REACTION CALCULATED FROM SHEAR WAVE VELOCITY-Reference-Cited by-同舟云学术

HORIZONTAL RESISTANCE OF PILE EVALUATED BY CHANG'S FORMULA USING COEFFICIENT OF SUBGRADE REACTION CALCULATED FROM SHEAR WAVE VELOCITY

Published:2017 Issue:741 Volume:82 Page:1747-1757
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:

SHIMOMURA Shuichi¹,SUZUKI Yasutsugu²

Affiliation:

1. Dept. of Architecture and Architectural Engineering, College of Industrial Technology, Nihon University

2. Disaster Prevention and Wind Engineering Group, Kajima Technical Research Institute

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/82/741/82_1747/_pdf

Reference5 articles.

1. 1) A. B. Vesic : Bending of Beams Resting on Isotropic Elastic Solid, Journal of the Engineering Mechanics Division, ASCE, Vol. 87, No. EM2, pp. 35-53, 1961.4

2. 2) A. J. Francis : Analysis of Pile Groups with Flexural Resistance, Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 90, No. SM3, pp. 1-32, 1964.5

3. 13) Y. L. Chang : Discussion on “Lateral Pile Loading Tests” by L. B. Feagin, A.S.C.E Transaction Vol. 102, pp. 272-278, 1937

4. 19) JGS 1531-2012 : Pressuremeter test to evaluate index of the ground, Japanese Geotechnical Society, 2012

5. 25) Imai, T. : P- and S-Wave Velocities of the Ground in Japan, Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, pp. 257-260, 1977

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