ML13016A350: Difference between revisions

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{{#Wiki_filter:Soil Profile  Young's Modulus (psf)  Poisson's Ratio
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////////  Semi-infinite        5 x 10 6    0 Elastic body
______________
//////// <= NOTE: This is a soil formula 
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE C101 SOIL PROFILE AND PROPERTIES FOR ELASTIC SETTLEMENT COMPUTATION (SETTLE VALIDATION PROBLEM 3)}}

Revision as of 12:05, 19 July 2018

Clinton, Unit 1, Updated Safety Analysis Report, Revision 15, Appendix C - Computer Programs
ML13016A350
Person / Time
Site: Clinton Constellation icon.png
Issue date: 01/10/2013
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation
References
Download: ML13016A350 (225)
v • d • e


Text

Soil Profile Young's Modulus (psf) Poisson's Ratio

______________

//////// Semi-infinite 5 x 10 6 0 Elastic body

______________

//////// <= NOTE: This is a soil formula

CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE C101 SOIL PROFILE AND PROPERTIES FOR ELASTIC SETTLEMENT COMPUTATION (SETTLE VALIDATION PROBLEM 3)

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