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Analysis and Evaluation of the Liquefaction on Layered Soil

[+] Author Affiliations
Sang Hoon Lee, Kwang Hoon Yoo

Korea Power Engineering Company, Inc., Gyeonggi-do, Korea

Paper No. ICONE10-22251, pp. 589-593; 5 pages
doi:10.1115/ICONE10-22251
From:
  • 10th International Conference on Nuclear Engineering
  • 10th International Conference on Nuclear Engineering, Volume 1
  • Arlington, Virginia, USA, April 14–18, 2002
  • Conference Sponsors: Nuclear Engineering Division
  • ISBN: 0-7918-3595-2 | eISBN: 0-7918-3589-8
  • Copyright © 2002 by ASME

abstract

Liquefaction potential on the specific site of nuclear power plant is analyzed and reviewed. The layered site for this study consists of silt and sand. Based on the limited available soil data, maximum shear strength at critical locations using Seed & Idriss method and computer program SHAKE is calculated, and liquefaction potential is reviewed. As seismic input motion used for the assessment of liquefaction, the artificial time history compatible with the US NRC Regulatory Guide 1.60 is used. Assessment results of the liquefaction are validated by analyzing to the other typical soil foundations which can show the effects on the foundation depth and soil data.

Copyright © 2002 by ASME
Topics: Liquefaction , Soil

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