Content
To search for a specific term in the publication, please load the entire page first and then use Ctrl F to ensure complete search results.
Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants

NS-G-3.6

Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants

empty

NS-G-3.6

Geotechnical Aspects of Site Evaluation and Foundations for Nuclear Power Plants

empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
empty
Footnotes
1Seismic level 1 and seismic level 2 (SL-1 and SL-2) are levels of ground motion (representing the potential effects of earthquakes) considered in the design basis for a facility. SL-1 corresponds to a less severe, more likely earthquake than SL-2. In some States, SL-1 corresponds to a level with a probability of 10–2 per year of being exceeded, and SL-2 corresponds to a level with a probability of 10–4 per year of being exceeded.
empty

Tags applicable to this publication

  • Publication type:Specific Safety Guide
  • Publication number: NS-G-3.6
  • Publication year: 2005
empty