ML18044A267

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Forwards Calculations Re Soil Structure Interaction & Composite Damping
ML18044A267
Person / Time
Site: Palisades Entergy icon.png
Issue date: 11/06/1979
From: Wesley D
ENGINEERING DECISION ANALYSIS CO., INC.
To: Nelson T
LAWRENCE LIVERMORE NATIONAL LABORATORY
References
TASK-03-06, TASK-3-6, TASK-RR NUDOCS 7911230168
Download: ML18044A267 (32)
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Dear Tom:

So - c;s-s-Enclosed for your information and review is a copy of our calcu-lations on the soil-structure interaction and composite damping for the Palisades Reactor Building. These calculations essentially follow the procedures and assumptions outlined in my October 4 letter to R. C. Murray. If you have any questions or comments, we can discuss them during our November 13 meeting here at Irvine. I am also forwarding a copy to Mr. Tom Cheng of the NRC at his request. /j Encl. cc: T. Cheng (NRC} Very truly yours, ENGINEERING DECISION ANALYSIS CO., INC.

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._* _or. _. H&CF -.Soi 1 s Copies 10 M. Mirsky /R. Sc;hna i b 1 e H. H. Burke Al 45/3l/C36 Extension 7834 S. Afifi .. 7The fonowfrig-are measurea* values ors*hear*wa-ve velocity that.were taken at the Palisades Plant in l97l during exploration for a ~ssible Unit 2. __ They would be appropri_ate for evaluation of*u*n~t l~. ELEVATION "590.:.578. DEPTH (ft) 0'-12.... SHEAR WAVE VELOCITY (ft/sec) . 800 - 578-560 ~-) 12-30 .1 + :._... I. - .. s.@::530 30-60 .. 530-510 }..,,.* =*; *sO-ao*-*--

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