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Rev 1 to Development of Soil Impedance Functions for Canister Transfer Building. with Diskette
	ML20211P666
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Issue date:	08/19/1999
From:	Cokonis A, Ebbeson B; STONE & WEBSTER ENGINEERING CORP.
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STONE & WEBSTER ENGINEERING CORPORATION CLIENT & PROJECT PAGE 1 OF 18 PRNATE FUEL STORAC E FACILITY - PRIVATE FUEL STORAGE, LLC PLUS 5 OF ATTACHMENTS CALCULATION TITLE QA CATEGORY (X)

Development of Soil Impedance Functions for Canister Transfer Building x_ l. NUCLEAR SAFETY RELATED

_ ll

,_111 _ OTHER CALCULATION IDENTIFICATION NUMBER J.O. OR W.O. NO.

DIVISION & GROUP CURRENT OPTIONAL OPTIONAL CALC. NO.

TASK CODE WORK PACKAGE NO.

05996.02 STRUCTURAL SC-4 NA 300B APPROVALS SIGNATURE & DATE CONFlRMATION REV.NO.

SUPERSEDES REQUIRED (X)

PREPARER (S)/DATE(S)

REVIEWER (S)/DATE(S)

INDEPENDENT OR NEW CALC. NO.

YES NO REVIEWER (S)/DATE(S)

CALC.NO OR REV. NO.

B.Ebbeson S.Chen F.Ogden 0

N/A X

AJ.Cokonis B.Ebbeson B.Ebbeson 1

REV.0 X

erJ4M %<ak c.at n eM/n Elis/19 v 11/99 i

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I DISTRIBUTION COPY COPY GROUP NAME & LOCATION SENT GROUP NAME & LOCATION SENT (X)

(X)

RECORDS MGT.

JOB BOOK R4.2 ORIG.

FILES (OR FIRE FIRE FILE x

FILE IF NONE) 9909140066 990909 PDR ADOCK 07200022 PDR 5!.,, B,

um Muu swiutsaga nia CALCULATION SHEET J 0/W 0/C^tcutA rlON NO.

REM $lON PAUL 05996.02-SC-4 1

2 PREPARER /DAT E -

REVIEWER /C}lLCKER/DAT E INDEPENDENT REVILWLR A.J. Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJLCI/lilLE QA CATEGORY / CODE CLASS Developmen: of Soil Impedance Functions for Canister Transfer Building I

TABLE OF CONTENTS AND HISTORICAL DATA (Revisions, Additions, Deletions, Etc.)

FAGE REV1510N

~.

DATE REMARKS NO.

DESCRIFTION eiO

~

1 Title Page l

8/19/99 2

Table of contents 1

8/19/99 3

Record of Revisions 1

8/19/99 4

Calculation Summary 1

8/19/99 5

References 1

8/19/99 6

Analysis 1

8/19/99 11 Computer Log 1

8/19/99 12 Diskette 1

8/19/99 REFUND output NO.OF ATTACHMENTS PAGES 1

Attachment A. Dynamic soilproperties 1

8/19/99 GEOMETRIX calc.

05996.02-G(pol 8)-2 1

Attachment B. Development of Poisson's ratio 1

8/19/99 3

Attachment C. REFUND input files 1

8/19/99 1

- vv1MUuiAiutOLRGLUMB CALCULATION SHEET J O/W.0/CALCULADON NO.

REVISION PAGE 05996.02-SC-4 1

3 PREPARLR/DATE REVIEWER /CHECREIUDAT E INDEPLNDENT REVIE%ER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJECT / NILE QA CAlLGORY/ CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building i

HISTORICAL DATA - REVISIONS Revision Description 0

OriginalIssue 1

Revised soil properties for 2000 year earthquake, per ref. 5 calculation.

tieAiUCutsurummtum CALCULATION SHEET MO/CALCULADON NO REVISION PAGE 05996.02-SC-4 1

4 PRLPARLR/DA'lE REVIEWER / CHECKER /DATE INDEPENDENT REVIEWER A.J. Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJLCTUIILE i QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building I

OBJECTIVE:

The purpose of this calculation is to develop soil impedance functions to simulate the stiffness and damping effects provided by the soil beneath the Skull Valley Canister Transfer Building.

These results will be used in the seismic analysis of the Canister Transfer Building, which will be performed in calculation 05996.02-SC-5 (Ref.1). Revision 1 of this calculation incorporates the f new soil properties from Ref. 5, intended for the evaluation of the 2000 year earthquake.

/ I\\

CALCULATION METHOD & ASSUMPTIONS:

The SWEC computer program REFUND (Ref. 2) is used to calculate the impedance functions.

This program assumes that the building foundation is a rigid rectangular mat on the surface of a layered soil column. Since the building mat is not rectangular, an equivalent rectangle of similar area and moment ofinertia is used. This approximation is consistent with the guidelines given in ASCE 4-86 (Ref. 3). The building mat is assumed to be 5 feet thick, and the assumption of a rigid mat is consistent with ASCE 4-86. The soil properties used in the analysis are obtained from Geometrix calculation G(pol 8)-2, Ref. 5, for best estimate, low range and high range cases. Resulting impedance functions, in the form of stiffness and damping matrices are contained in the computer output, and also stored on disk files for reformatting for use in the seismic analysis. Plots of the impedance functions for the nominal soil case were developed forh information, and are shown on pages 13-18.

SOURCES OF DATA AND EOUATIONS:

See the next page for a list of references used in this calculation.

CONCLUSION:

The soil impedance functions, in the form of stiffness and damping matrices, have been developed and are suitable for use in the seismic analysis.

The impedance functions have been stored on the SWEC mainframe computer system with the following data set names:

STRUCTRL. BEE.STIFFH (High range soil case)

STRUCTRL. BEE.STIFFN (Best estimate soil case)

STRUCTRL. BEE.STIFFL (Low range soil case) j

uuGCaotuumuL1ENGINEERTNG CALCULATION SHEET J 0/W 01CALCULADON NO.

REVISION PAGE l

05996.02-SC-4 1

5 PREPARER /DAlt REVIEWLR/CHECRLIVDATE INDLPENDLN1 REVIL% LR A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99

$UBJLC1/IIILE QA CAT EGORY/ CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building I

1

References:

1.

SWEC calculation No. 05996.02-SC-5, Rev.1. ' Seismic Analysis of Canister Transfer building' 2.

SWEC Computer program " REFUND", ST-232, Version 0, Level 1.

3.

ASCE-4, Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety-Related Nuclear Structures,1986, ASCE.

4.

Private Fuel Storage Facility Design Criteria, Revision 2, June 20,1997, Stone &

Webster engineering Corporation, Denver, Colorado.

5.

Geometrix Consultants Inc. Calculation 05996.02-G(PO18)-2 (Rev. 0) k k

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REVISIO4 PAUL 05996.02-SC-4 1

9 PRLPARER/DATE RLVIEWER/CHLCKER/ DALE INDLPENDENT REVIEWER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B. Ebbeson 8/19/99 sUBJEC1/ TITLE -

QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building i

B. SOIL PROPERTIES Properties will be taken from Table 1 of Ref. 5. (see Attachment A). Assuming that the top 5 feet will be excavated for the foundation, the top 5 feet will be excluded. From examining the values in Table 1,10 macro-layers will represent the sub-grade to 625 ft, where the model will stop due to the high shear modulus. The poisson's ratio (v) is computed from the shear and compressional wave velocity per expression of ref. 3, section 3.3.2.4. (see Attachment B).

Best Estimate Soil Properties Macro-Sub-Thickness

Density, Shear v

layer layers it.

Ksf Wave Poisson's Damping

Velocity, Ratio fps.

1 2

5

.085 378

.438

.099 2

2 4

.093 626

.361

.074 3

2 6

.093 667

.365

.080 4

2 5

.093 611

.391

.097 5

2 8

.115 824

.348

.057 6

3 12

.115 758

.377

.075 7

3 40

.120 1861

.286

.033 8

3 40

.135 4511

.250

.023 9

3 50

.145 4511

.250

.023 10 8

450

.145 4511

.250

.023 High Range Soil Properties Macro-Sub-Thickness

Density, Shear v

layer layers it.

Ksf Wave Poisson's Damping

Velocity, Ratio fps.

I 2

5

.085 524

.417

.074 2

2 4

.093 817

.337

.059 3

2 6

.093 876

.338

.064 4

2 5

.093 834

.357

.075 3

5 2

8

.115 1067

.323

.046 6

3 12

.115 1013

.246

.056 7

3 40

.120 2723

.264

.023 8

3 40

.135 5741

.250

.020 9

3 50

.145 5741

.250

.020 10 8

450

.145 5741

.250

.020

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to PRLPARLR/DAll REVIEWLR/CHECM.R/DA IL IMDLPLNDENT REVILDER AJ.Cokonis 8/19/99 B.Ebbeson 8/19/99 B. Ebbeson 8/19/99 SU11JLCI/IIILL QA CATLGORY/CODL CLASS Development of Soil Impedance Functions for Canister Transfer Building i

Low Range Soil Properties Macro-Sub-Thickness

Density, Shear v

layer layers it.

Ksf Wave Poisson's Damping Velocity.,

Ratio fps.

I 2

5

.085 245

.462

.135 2

2 4

.093 467

.389

.092 3

2 6

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.402

.106 4

2 5

.093 407

.432

.132 5

2 8

.115 615

.379

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3 12

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3 40

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3 40

.135 1913

.280

.046 9

3 50

.145 2419

.385

.043 10 8

450

.145 3281

.250

.026 Freauency interval:

Use 0.5 Hz interval from 0 to 19.5 Hz.

Coordinate System:

For REFUND input X is the N-S direction and Y is the E-W direction. Output is in the convention of X being the N-S direction, Z being the E-W direction and Y being vertical, which is consistent with the seismic analysis sign convention.

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Development of Soil Impedance Functions for Canister Transfer Building I

Computer Log Program Library ref.

Ver/ Level Job Number Run date Diskette Comments name No.

location REFUND ST-232 00/01 9815 8/18/99 page 12 Best estimate soil case.

REFUND ST-232 00/01 9824 8/18/99 page 12 High range soil case.

REFUND ST-232 00/01 9813 8/18/99 page 12 Low range soilcase.

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CALCULATION SHEET J.0/w.0/CALCULADON NO.

REVISION PAGE 05996.02-SC-4 1

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wunuuuntwsuhavn CALCULATION SHEET J 0/* 04^LCULATION NO.

REVISION PAGE 05996.02-SC-4 1

A1 PREPARER /DATE REVIEWER / CHECKER /DATE INDEPENDENT REVIEWER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJECT /I'ITLE QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building i

ATTACHMENT A.

DYNAMIC SOIL PROPERTIES 05996.02-G(POI 8)-2 (REV. 0)

Page 11 of 23 Table 1 Dynamic Solf Properties for SASSI Model Hi h Ran9e Properties 9

Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

12 0

4 85 621 1390 3.2 3.2 3-5 4

10 85 524 1390 7.4 7.4 6-7 10 14 92.5 817 1646 5.9 5.9

'8-10 14 20 92.5 876 1770 6.4 6.4 11 12 20 25

- 92.5 834 1770 7.5 7.5 13 14 25 33 115 1067 2088 4.6 4.5 15-17 33 45 115 1013 2088 5.6 5.6 18-25 45 85 120 2723 4808 2.3 2.3 26 33 85 125 135 5741 9945 2.0 2.0 34-38 125 175 145 5741 9945 2.0 2.0 3947 175 625 145 5741 9945 2.0 2.0 625 170 6400 11155 1.8 i

Best Estimate Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Density Vs Vp Shear Compression (ft)

(ft)

(pcf)

(fps)

(%)

12 0

4 85 488 1135 4.2 4.2 3-5 4

10 85 378 -

1135 9.9 9.9 67 10 14 92.5 626 1344 7.4 7.4 6 10 14 20 92.5 667 1445

%o 8.0 11 12 20 25 92.5 611 1445 9.7 9.7 13 14 25 33 115 824 1705 5.7 5.7 15-17 33 45 115 758 1705 7.5 7.5

'18 25 45 85 120 1881 3400 3.3 3.3 26 33 85 125 135 4511 7814 2.3 2.3 34-38 125 175 145 4511 7814 2.3 2.3 3947

17f, 625 145 4511 7814 2.3 2.3 623 170 6400 11155 1.6 1

Low Ran9e Properties Shake Depth Depth Wave Velocity Damping Ratio Layers Top Bottom Dansity Vs Vp Shear Compression Ft)

(ft)

Dicf)

(fps)

(%)

12 0

4 85 379 927 5.5 5.5 35 4

a 85 245 927 13.5 10.0 6-7 10 14 9? S 467 1097 9.2 9.2 8-10 14 20 r,2.5 477 1180 10.6 10.0 11 12 20 25 92.5 407 1180 13.2 10.0 13-14 25 33 115 615 1392 7.6 7.6 15 17 33 45 115 535 13W2 10.3 10.0 18-25 45 85 120 1232 2404 4.9 4.9 26 33 85 125 135 1913 3460 4.6 4.6 34-38 125 175 145 2419 5600 4.3 4.3 39-47 175 625 145 3281 5683 2.6 2.6 625 170 6400 11155 1.4 1

usuccuazuu ENGINEERING CALCULATION SHEET J.O./w.0/CALCULADON NO.

REVISION PAGE 05996.02-SC-4 1

B1 PREPARER /DATE REVIEWER / CHECKER /DATE INDEPENDEWT REVIEWER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJECT /IITLE QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building i

ATTACHMENT B.

DEVELOPMENT OF POISSON'S RATIO v = Poisson's ratio, see expression below.

Vs = Shear wave velocity,ft/sec Vp = Compressional wave velocity, ft/sec COMPUTATION OF POISSON'S RATIO v = ((Vp/Vs)'-2) / (2(Vp/Vs)'-2), Ref. ASCE 4-86, section 3.3.2.4 High soil properties Nominal soil properties Low soil properties Vs Vp y

Vs Vp y

524 1390 0.417 378 1135 0.438 245 927 0.462 817 1646 0.337 626 1344 0.361 467 1097 0.389 876 1770 0.338 667 1445 0.365 477 1180 0.402 834 1770 0.357 611 1445 0.391 407 1180 0.432 1067 2088 0.323 824 1705 0.348 615 1392 0.379 1013 2088 0.346 758 1705 0.377 535 1392 0.413 2723 4808 0.264 1861 3400 0.286 1232 2404 0.322, 5741 9945 0.250 4511 7814 0.250 1913 3460 0.280 5741 9945 0.250 4511 7814 0.250 2419 5600 0.385 5741 9945 0.250 4511 7814 0.250 3281 5683 0.250

OXGil& WEMENGINEERING CALCULATION SMEET J.OmO/ CALCULATION NO.

REtftSION PAGE 05996.02-SC-4 1

c1 PREPARER /DATE REVIEWER / CHECKER /DATE INDEPENDENT REVIEWER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJEC1/ TITLE QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building I

ATTACHMENT C.

REFUND INPUT FILES A. UPPER BOUND FILE

//R0556C03 JOB 3Y,EBBESON,MSGLEVEL=1

/*JOBPARM TIME =10, REGION =4000K

/* ROUTE PRINT CH

//GO EXEC PGM= REFUND, REGION =4000K, TIME =30

//STEPLIB DD DISP =SHR,DSN=STRUCTRL.PROGLIB

//FTO8F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL-1177,BLKSIZE=1181),

// SPACE (1181, (15,2),, CONTIG, ROUND)

//FT09F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL-3464,BLKSIZE=3468),

// SPACE = (34 68, (50,5),, CONTIG, ROUND)

//FT10F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL=1177,BLKSIZE=1181),

// SPACE = (1181, (15,2),, CONTIG, RO'JND)

//SYSDUMP DD SYSOUT=A

//FT06F001 DD SYSOUT=A

//FT07F001 DD DSN=STRUCTRL. BEE.STIFFH,

//

DCB=(RECFM=FB,LRECL=80,BLKSIZE=8000),

//

DISP = (NEW, CATLG), UNIT = DISK, SPACE = ( 8000, (2 0,10, ) )

'/GO.FT05F001 DD SPACE =(TRK,(50,50)),DCB= OBJECT, UNIT = DISK

//GO.FT55F001 DD

START SKULL VALLEY CTB HIGH RANGE RECT 23 15 265.

165.

10 2

5.

.085 524.

.417

.074 2

4.

.093 817.

.337

.059 2

6.

.093 876.

.338

.064 2

5.

.093 834.

.357

.075 2

8.

.115 1067.

.323

.046 3

12.

.115 1013.

.346

.056 3

40.

.120 2723.

.264

.023 3

40.

.135 5741.

.250

.020 3

50.

.145 5741.

.250

.020 8

450.

.145 5741.

.250

.020 1

40

.50 0.0

/*

uAcfUuMiuMXanasJ CALCULATION SHEET LO/W.OKALCULATION NO.

REVISION PAGE 05996.02-SC-4 i

C2 PREPARER /DATE REVIEWER / CHECKER /DATE IMDEPENDLNT REVIEWER A.J.Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99

$UBJECT/ TITLE QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building i

B. LOWER BOUND FILE

//S0556CO2 JOB 3Y,EBBESON,MSGLEVEL=1

/*JOBPARM TIME =15, REGION =4000K

/* ROUTE PRINT CH

//GO EXEC PGM= REFUND, REGION =4000K, TIME =25

//STEPLII: DD DISP =SHR,LSN=STRUCTRL.PROGLIB

//FTO8F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL-1177,BLKSIZE=1181),

// SPACE = (1181, (15,2 ),, CONTIG, ROUND)

//FT09F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL=3464,BLKSIZE=3468),

// SPACE = (346 8, (50,5),, CONTIG, ROUND)

//FT10F001 DD UNIT = DISK,DCB= (PECFM=VBS, LRECL=1177, BLKSIZE=1181),

// SPACE = (1181, (15,2 ),, CONTIG, ROUND)

//SYSDUMP DD SYSOUT=A

//FT06F001 DD SYSOUT-A

//FT07F001 DD DSN=STRUCTRL. BEE.STIFFL,

//

DCB= (RECFM= FB, LRECL-8 0, BLKS IZE= 8 000 ),

//

DISP = (NEW, CATLG), UNIT = DISK, SPACE = (8 000, (20,10, ) )

//GO. FT05F001 DD SPACE = (TRK, (50,50) ), DCB= OBJECT, UNIT = DISK

//GO.FT55F001 DD

START SKULL VALLEY CTB RECT 23 15 265.

165.

10 2

5.

.085 245.

.462

.135 2

4.

.093 467.

.389

.092 2

6.

.093 477.

.402

.106 2

5.

.093 407.

.432

.132 2

8.

.115 615.

.379

.076 3

12.

.115 535.

.413

.103 3

40.

.120 1232.

.322

.049 3

40.

.135 1913.

.280

.046 3

50.

.145 2419.

.385

.043 8

450.

.145 3281.

.250

.026 1

40

.50 0.0

/*

l l

EM91MO W4;RFUD(2 ENGINEERING CALCULATION SHEET LO/W.0KALCULATION NO.

REVISION PAGE 05996.02-SC-4 1

c3 PREPARER /DATE REVIEWER / CHECKER /DATE INDEPENDENT REVIEWER A.J. Cokonis 8/19/99 B.Ebbeson 8/19/99 B.Ebbeson 8/19/99 SUBJECI/ri1LE QA CATEGORY / CODE CLASS Development of Soil Impedance Functions for Canister Transfer Building I

C. NOMINAL FILE

//R0556CO2 JOB 3Y,EBBESON,MSGLEVEL=1

/*JOBPARM TIME =10, REGION =400OK

/* ROUTE PRINT CH

//GO EXEC PGM= REFUND, REGION =4000K, TIME =30

//STEPLIB DD DISP =SHR,DSN=STRUCTRL.PROGLIB

//FT08F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL-1177,BLKSIZE=1181),

// SPACE = (1181, (15,2),, CONTIG, ROUND)

//FT09F001 DD UNIT = DISK,DCB=(RECFM=VBS,LRECL-3464,BLKSIZE=3468),

// SPACE = (34 68, (50,5),, CONTIG, ROUND)

//FT10F001 DD UNIT = DISK, DCB= (RECFM=VBS, LRECL=1177, BLKSIZE=1181),

// SPACE = (1181, (15,2),, CONTIG, ROUND)

//SYSDUMP DD SYSOUT=A

//FT06F001 DD SYSOUT=A

//FT07F001 DD DSN=STRUCTRL. BEE.STIFFN,

//

DCB= (RECFM= FB, LRECL= 80, BLKSI ZE= 8 000 ),

//

DISP = (NEW, CATLG), UNIT = DISK, SPACE = ( 8000, (20,10, ) )

//GO.FT05F001 DD SPACE = (TRK, (50,50) ),DCB= OBJECT, UNIT = DISK

//GO.FT55F001 DD

START SKULL VALLEY CTB BEST ESTIPATE RECT 23 15 265.

165.

10 2

5.

.085 378.

.438

.099 2

4.

.093 626.

.361

.074 2

6.

.093 667.

.365

.080 2

5.

.093 611.

.391

.097 2

8.

.115 824.

.348

.057 3

12.

.115 758.

.377

.075 3

40.

.120 1861.

.286

.033 3

40.

.135 4511.

.250

.023 3

50.

.145 4511.

.250

.023 8

450.

.145 4511.

.250

.023 1

40

.50 0.0

/*

L-

w 3

4

-l r.

,i y

f

['IM ATIO N O 5996o2 -Sc,4 f2eoI j

(

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ML20211P666

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References:

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