Analysis of resistance mechanisms and countermeasures against pipe uplift during liquefaction
Author:
Affiliation:
1. Kansai University
2. Nihon Suido Consultants Co. Ltd.
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/51/10_v10.OS-40-03/_pdf
Reference18 articles.
1. 1) Castiglia, M., Fierro, T. and Santucci de Magistris, F. (2020): Pipeline performances under earthquake-induced soil liquefaction: state of the art on real observations, model tests, and numerical simulations, Shock and Vibration., 1-20.
2. 2) Orense, R. P., Morimoto, I., Yamamoto, Y. A., Yumiyama, T., Yamamoto, H. and Sugawara, K. (2003): Study on wall-type gravel drains as liquefaction countermeasure for underground structure, Soil Dynamics and Earthquake Engineering., 23(1), 19-39.
3. 3) Sharafi, H. and Parsafar, P. (2016): Seismic simulation of liquefaction-induced uplift behavior of buried pipelines in shallow ground, Arabian Journal of Geosciences, 9, 1-9.
4. 4) Dickin, Edward A. (1994): Uplift resistance of buried pipelines in sand, Soils and Foundations, 34(2), 41-48.
5. 5) Trautmann, C. H., O’Rourfce, T. D. and Kulhawy, F. H. (1985): Uplift force-displacement response of buried pipe. Journal of Geotechnical Engineering, 111(9), 1061-1076.
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