SEISMIC RESPONSE CHARACTERISTICS OF FOUNDATION COMPOSED OF MICROPILES AND SOILBAGS AND ITS SUPERIORITY TO PILE FOUNDATION-Reference-Cited by-同舟云学术

SEISMIC RESPONSE CHARACTERISTICS OF FOUNDATION COMPOSED OF MICROPILES AND SOILBAGS AND ITS SUPERIORITY TO PILE FOUNDATION

Published:2022 Issue:1 Volume:10 Page:162-181
ISSN:2187-5103
Container-title:Journal of JSCE
language:en
Short-container-title:Journal of JSCE

Author:

DOI Tatsuya¹,MURONO Yoshitaka²,CHO Ho³

Affiliation:

1. Center for Railway Earthquake Engineering Research, Railway Technical Research Institute

2. Research and Development Promotion Division, Railway Technical Research Institute

3. Department of Civil Engineering and Environmental, Nagoya Institute of Technology

Publisher

Japan Society of Civil Engineers

Subject

Civil and Structural Engineering,Environmental Engineering

Link

https://www.jstage.jst.go.jp/article/journalofjsce/10/1/10_162/_pdf

Reference24 articles.

1. 1) Hayashi, Y. : Damage reduction effect due to basement uplift of buildings, J. Struct. Constr. Eng., AIJ, No. 485, pp. 53-62, Jul. 1996.

2. 2) Kawashima, K. and Hosoiri, K. : Effect of nonlinear rocking response of spread foundations on the hysteretic behaviour of bridges, Journal of JSCE, No. 703/I-59, pp. 97-111, 2002.4.

3. 3) Haya, H. and Nishimura, A. : Proposition of design method of spread foundation considering large-scale earthquake force, Journal of JSCE, No. 595/VI-39, pp. 127-140, 1998.

4. 4) Nishimura, T., Izawa, J. and Murono, Y. : Shaking table for base isolation effect of ground isolation structure using ground improvement, Japan Society of Civil Engineers 2012 Annual Meeting, 2012.

5. 5) Nishimura, T., Motoyama, H., Izawa, J. and Murono, Y. : Experimental study on base isolation effect of spread foundation with ground improvement, Journal of JSCE, Vol. 68, No 4, pp. I_598-I_607, 2012.

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