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)


Text

{{#Wiki_filter:f: I' - _ _F._:l_Jl_l_t:_*-~-----l...L.....L.::...l....--------..,.--:1 1 17 5-167 ENGINEERING DECISION ANALYSIS COMPANY, INC. . -1 ~~--~-------~----~~~--~~~~~----------~~------------~--------------------~ I 2400 MICHELSON ORIVE. IRVINE. CALIFORNIA 92715 ' PHONE 714/752-7688 November 6, 1979 So - c;s-s-Mr. T. A. Nelson (L-90} Structural Mechanics Group Nuclear Test Engineering Division Lawrence Livermore Laboratory P.O. Box 808 . Livermore, California 94550

Dear Tom:

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. Very truly yours, ENGINEERING DECISION ANALYSIS CO., INC.

                                                                           *W~()j&)1~

fn . G Oona ld A. Wesley Manager, Structural Dynamics

           /j Encl.

cc: T. Cheng (NRC}

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  • Becht81 Incorporated
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                                                                 *.                    -          Interoffice Memorandum red ~O.h~ston ..                       ......... *. **-    .  ..    .- -. .. Cale  July 27, 1979
  • palisades Plant
                                                                    ..... ~   . ; ..  *-          From  W. R. Ferris*
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           .. 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 DEPTH (ft) SHEAR WAVE VELOCITY (ft/sec)

                          "590.:.578 .                                0'-12 ....                                . 800
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                       - 578-560 ~-)                                  12-30                                                                              + :._. ,.. .I , . . -   ,.i. .
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                                                                                                             -- 2300
                         *Below E1 420                                Below 170                                  5300 The top of weathered rock at. the location of the measurement was about elevation 440.

WRF/mz W. R. Ferris JUL 3 1 1979* l.:IVIL E~1C:!.:::r.ru:Jo..i

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