<b>Development of Spread Foundation Composed of Micropiles and Soilbags to Reduce Seismic Response of Structures</b>-Reference-Cited by-同舟云学术

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Development of Spread Foundation Composed of Micropiles and Soilbags to Reduce Seismic Response of Structures

Published:2020-08-01 Issue:3 Volume:61 Page:215-221
ISSN:0033-9008
Container-title:Quarterly Report of RTRI
language:en
Short-container-title:QR of RTRI

Author:

DOI Tatsuya¹,YAMADA Seiji²,MURONO Yoshitaka³,CHO Ho⁴

Affiliation:

1. Soil Dynamics and Earthquake Engineering Laboratory, Center for Railway Earthquake Engineering Research

2. Architecture Laboratory, Structure Technology Division

3. Center for Railway Earthquake Engineering Research

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

Publisher

Railway Technical Research Institute

Subject

Mechanical Engineering

Link

https://www.jstage.jst.go.jp/article/rtriqr/61/3/61_215/_pdf

Reference12 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 (in Japanese).

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 (in Japanese).

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. 6 (in Japanese).

4. [4] 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, I_598-I_607, 2012 (in Japanese).

5. [5] Yamamoto M., Nakai S., Sekiguchi T., Fukutake K., and Taji Y., "Evaluation of earthquake behavior of the insulated pile foundation based on the site model experiment," Special issue: The 14th Japan Earthquake Engineering Symposium, pp.343-353, 2015 (in Japanese).

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1. Bearing capacity of sand loaded with a circular footing supported by soilbags containing sharded rubber and soilbag wrapped with geogrid;Construction and Building Materials;2024-08

2. In-situ horizontal cyclic loading tests on composite foundation composed of soilbags and piles;Soils and Foundations;2023-08

3. PROPOSAL AND EFFECTIVENESS OF A PROCEDURE FOR INTRODUCING TOPOLOGY OPTIMIZATION INTO SEISMIC DESIGN OF RAILWAY STRUCTURES;Japanese Journal of JSCE;2023

4. Numerical investigation of dynamic behavior of composite foundation composed of soilbags and piles by 3D elastoplastic FEM;Soils and Foundations;2022-06

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