Analysis of Steel Pipe Pile Foundation Damage in Liquefied Reclaimed Land during 1995 Hyogoken-nambu Earthquake
Author:
Affiliation:
1. Technological Research Institute, Tobishima Corporation
2. One-time Department of Architecture and Building Engineering, Niigata Institute of Technology
Publisher
Japan Association for Earthquake Engineering
Link
https://www.jstage.jst.go.jp/article/jaee2001/4/1/4_1_5/_pdf
Reference13 articles.
1. 1) Tokimatsu, K. and Asaka, Y.: Effects of Liquefaction-Induced Ground Displacements on Pile Performance in the 1995Hyogoke-Nambu Earthquake, Special Issue of Soils and Foundations, Japan Geotechnical Society, 1998, pp.163-177
2. 6) Fujii, S., Isemoto, N., Satou, Y., Kaneko, O., Funahara, H. and Arai, T.: Investigation and Analysis of Pile Foundation Damaged by Liquefaction during the 1995 Hyogoke-Nambu Earthquake, Special Issue of Soils and Foundations, Japan Geotechnical Society, 1998, pp.179-192.
3. 12) Mori, S., Numata, A. and Guan, B.: Damage to a Pile Foundation due to Liquefied Ground Motion, Proc. of 12th WCEE, 2000, #0811.
4. 15) Oh-Oka, H., Fukui, M., Hatanaka, M., Ohara, J., Honda, S.: Permanent Deformation of Steel Pipe Piles Penetrating Compacted Fill at Wharf on Port Island, Special Issue of Soils and Foundations, Japan Geotechnical Society, 1998, pp.147-162.
5. 18) Nishizawa, S., Hashimoto, M., Sakata, Y. and Sonoi, K.: Investigation and Analysis of a Loading Pier of Steel Pipe Piles Damaged by the 1995 Hyogoken-nambu earthquake, Special Issue of Soils and Foundations, Japan Geotechnical Society, 1998, pp.133-145.
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1. Influence factors on pile foundation behavior by liquefaction ground flow;Jiban Kogaku Janaru (Japanese Geotechnical Journal);2011
2. SHEAR MODULUS AND STRAIN OF LIQUEFIED GROUND AND THEIR APPLICATION TO EVALUATION OF THE RESPONSE OF FOUNDATION STRUCTURES;STRUCTURAL ENGINEERING / EARTHQUAKE ENGINEERING;2006
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