Analysis of Subgrade Reaction Characteristics of Buried Pipes Based on Elasto-Plastic Reproduction Calculation

Author:

NOMURA Tomohito1,SUZUKI Takanobu2

Affiliation:

1. Penta-Ocean Construction Co., Ltd. (Former Graduate Student, Graduate School of Toyo University)

2. Toyo University

Publisher

Japan Association for Earthquake Engineering

Reference15 articles.

1. 1) 日本水道協会:水道施設耐震工法設計・解説, Ⅰ総論3.2 埋設管路の耐震計算法, pp.87-92, 2009.

2. 2) 日本ガス協会:高圧ガス導管耐震設計指針 4.4地盤拘束力, pp.26-30, 2013.

3. 3) Trautmann, C. H. and O'Rourke, T. D.: Lateral Force-Displacement Response of Buried Pipe, Journal of Geotechnical Engineering, ASCE, Vol. 111, No. 9, pp. 1077-1092, 1985.

4. 4) American Lifeline Alliance: Seismic Guidelines for Water Pipelines, 2005, https://www.americanlifelinealliance.com/pdf/ (参照2022-11-1) .

5. 5) Trautmann, C. H., O'Rourke, T. D. and Kulhawy, F. H.: Uplift Force-Displacement Response of Buried Pipe, Journal of Geotechnical Engineering, ASCE, Vol. 111, No.9, pp. 1061-1076, 1985.

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