'MACTEC DESIGN CALCULATION OR ANALYSIS …I'MACTEC DESIGN CALCULATION OR ANALYSIS COVER SHEET...

'MACTEC DESIGN CALCULATION OR ANALYSIS COVER SHEET

Project Name: PSEG ESP Application Project Project Number: CaldAnls Number: Sheet: 2251-ESP-REI-2047-'

6468-08-2251 ACR-034, Rev. 1 lof _1_

Nuclear Safety Classification: Subject: CalcuJa~on of Site Response for the PSEG DisclpUne: Seismology

~_ NSR AQ Site

Originator: Gabriel Toro (GRT) Origination Date: 10-31-09 Principal Professional: J. AUan Tice

Reviewer: Robin K. McGuire (RKM)

Comments: Tbis calculation was prepared by Risk Engineering, a part of Fugro William Lettis Associates and is supported by electronic files in Record No. ~047-ACR-035. The Risk Engineering cover sheet documents their review and approval history. This MACTEC cover sheet addresses Revision 1 for REI Record No. 2047-ACR-034. Revision lis issued to change site name terminology from Hope Creek to PSEG Site. The supporting docllmeDts in 2047-ACR-033 were modified to cbange multiple plot files and a ReadMe.tlt fde was added. The supporting record was cbanged to 2647-ACR-035, Rev. 1. This cover sheet documents approval of Rev. 1 by MACn;C. Revision 1 was prepared by John viasity (JV) and reviewed by GRT.

As part ofthe response to MACTEC's Corrective Action Plan for Condition Report PSEG-22, a MACTEC Design Verification sheet has been completed and attached. The original design verification (designated as approval on the REI cover sheet) was reviewed by MACTEC personnel and the MACTEC Design Verification sheet was completed to indicate acceptance of the REI approval.

This calculation is one of five that were prepared for development of the Ground Motion Respon~e Spectra (GMRS) as described in Work Instruction 129. A list of all the calculations associated with the GMRS is attached.

.Sl""" 16/1"/1 0

<h",ltO JVh

Rev#: 0 Reason: NA Bli?\~ll Date: it ~A,p~ed: ,rtPll

Rev#: 1 Reason: Change terminology from Hope Creek to PSEG Site

~ Date: I )~~~~/fd . ("/lP· Rev'll: Reason: By: Date: 'Approved:

Rev'll: R~son: By: Date: Approved:

Rev. 110-23-09 Z.off7- C O{) - 0 , I

CALC 2251-ESP-REI-2047-ACR-034, Rev 1 - DV Added DCN: ESP989 Page 1 of 53

REI CALCULATION RECORD NO.

2047-ACR-032 Rev. 1

2047-ACR-034 Rev. 1

2047-ACR-038 Rev. 1

2047-ACR-040 Rev. 1

2047-ACR-046 Rev. 1

LISTING OF CALCULATIONS PERFORMED UNDER WI 129

(GROUND MOTION RESPONSE SPECTRA)

SUBJECT

Artificial shear-wave velocity profiles for PSEG

Site response calculations

Calculation of site response for the PSEG Site ESP

Calculation of smooth horizontal GMRs for the PSEG Site Calculation of smooth vertical GMRs for the PSEG Site

Sensitivity of Site Amplification Factors for the PSEG Site ESP to Revisions in Degradation Curves

MACTEC CALCULATION NO. ASSIGNED

2251-ESP-REI-2047-ACR-032 Rev. 1

2251-ESP-REI-2047-ACR-034 Rev. 1

22S1-ESP-REI-2047-ACR-038 Rev. 1

22S1-ESP-REI-2047-ACR-040 Rev. 1

2251-ESP-REI-2047-ACR-046 Rev. 1


it'MACTEC >--

;2-Z·<;/- GSP" /2£ 1-. 2·tJ i:-'- AL-t.- 034-/ /0-u i DESIGN VERIFICATION CONTROL SHEET

Design Verification Checklist (excer:>ted from ANSI N.45.11 [1974 Edition] and ASME NQA·1·1994 Edition

Yes No N/A Design Verification Element Note: Any items checked "No" automatically imply the design is not verified.

t<- Is the person performing the design verification qualified to originate the document?

.y.: Is the design verification being performed by someone other than the supervisor of the originator?

>'-- Were the design inputs correctly selected and incorporated into design?

>< Are assumptions necessary to perform the design activity adequately described and reasonable? Where necessary, are assumptions identified for subsequent re-verifications when the detailed design activities are completed?

-t Are the appropriate quality and quality assurance requirements specified?

Y- Are the applicable codes, standards and regulatory requirements including issue and addenda properly identified. and their requirements for design met?

>L Have applicable construction and operating experiences been considered?

>L Have the design interface requirements been satisfied?

,z Were appropriate design methods and computer programs used?

X- Is the design output reasonable compared to design inputs?

Y- Are the specified parts, equipment, and processes suitable for the required application?

~ Are the specified materials compatible with each other and the design environmental conditions to which the material will be exposed?

>( Have adequate maintenance features and requirements been specified?

K Are accessibility and other design provisions adequate for performance of needed maintenance and repair?

X Have adequate accessibility been provided to perform the ill-service inspection expected to be required duIing tbeplant life?

y Has the design properly considered radiation exposure to the public and plant personnel?

'. " ! .Arc the a~ccrtancc criteria incorporated in the design documents sufficient to ann\\' ;x., verification that design requirements have been satisfactorily accomplished?

>< Have adequate pre-operational and subsequent periodic test requirements been appropriately specified?

, X, Have adequate handling, storage, cleaning, and shipping requirements been specified?

)( Are adequate identification requirements specified?

X. Are requirements for record preparation review, acceptance, retention, etc., adequately specified? ,f ..

Verified by: (/{f!l~-~ ~-J.~,, __ Date: lo/{'::,j(d .A.pproved by: X . J)atc:~_~~/t1 f -

S&L Acceptance Review: Name: Dan Kocunik


I'MACTEC DESIGN CALCULATION OR ANALYSIS COVER SHEET

Project Name: PSEG ESP Application Project Project Number: CalclAnis Number: Sheet: 22SI-ESP-REI-2047-' 6468-08-2251 ACR-034, Rev. 1 lof _1_

Nuclear Safety Classification: Subject: Calculation of Site Response for the PSEG Discipline: Seismology

@ NSR AQ Site

Originator: Gabriel Toro (GRT) Origination Date: 10-31-09 Principal Professional: J. Allan Tice

Reviewer: Robin K. McGuire (RKM)

Comments: This calculation was prepared by Risk Engineering, a part of Fugro William Lettis Associates and is supported by electronic files in Record No. ~047-ACR-035. The Risk Engineering cover sheet documents their review and approval history. This MACTEC cover sheet addresses Revision 1 for REI Record No. 2047-ACR-034. Revision 1 is issued to change site name terminology from Hope Creek to PSEG Site. The supporting documents in 2047-ACR-033 were modified to cbange multiple plot files and a ReadMe.txt file was added. The supporting record was changed to 2047-ACR-035, Rev. 1. This cover sheet documents approval of Rev. 1 by MACTEC. Revision 1 was prepared by John viasity (JV) and reviewed by GRT.

<hv/tO

I I fVtl

Rev#; (I Reason; NA I ~r~lJ Date: [t pA~ed:

,V·W· t Rev#: 1 Reason: Change terminology from Hope Creek to PSEG Site

~- Date: I ~OOV~lfcJ ' {'.?P' Rev#: Reason: By: Date: I 'Approved:

Rev#: Reason: By: Date: Approved:

Rev. 110-23-09 z..otf7-C()t) - 0 II


RISK ENGINEERING. INC. V: PROJECT ANALYSIS AND CALCULATION RECORD

Title: Calculation of Site Response for tire PSEG Site ESP

Record No. _2047-ACR- 034 Rev. 1 (cales)

Record No. 2047-ACR- 035 Rev. 1 (elec. tiles)

i:v. Status Date Description 0 Final 10-31-09 Initial issue 1 Final 5-18-10 Clarification of site name

* Approval for release of results

Description of work: I. Are objectives clearly stated? 2. Are inputs correctly selected, stated. and referenced?

prepTRev. App.* By by by

GRT L'lt/'

I

RKM RKM Gl2.'T iK KJt,

Reviewer Initials

6Rr

3. Are literature searches and background infomlation completely described? G R.T GR..,,\

4. Are assumptions completely described and referenced? 5. Is an appropriate computer program used for analysis? 6. Are appropriate methods/equations used for hand calculations? 7. Are the results reasonable, considering the input? 8. Have mathematical checks been made to ensure the accuracy of the results?

G;~T GQ.T G{2..T'

GQ.'r

G ~T'

<seT 9. Have the accuracy and conclusions been confirmed?

All calculations shall fully describe: 1. Objectives of analysis. 2. Design inputs. sources. and references. 3. Literature searches and background information. 4. Assumptions, basis for assumptions. and references. 5. I f computer calculations. program name and version name. 6. If hand calculations, equations used and outputs.

2047-ACR-034 Rev. 1

CALC 2251-ESP-REI-2047-ACR-034, Rev 1 - DV AddedDCN: ESP989 Page 5 of 53

2047-ACR-034 Rev. 1 2

Calculation of Site Response for the PSEG Site ESP 1. Objectives of analysis. Calculate amplification factors at the top of the Competent Layer, using as inputs the 1E-4, 1E-5, and 1E-6 High-Frequency (HF) and Low-Frequency (LF) motions (for 5% damping) and 60 artificial shear-wave velocity profiles, G/Gmax curves, and damping curves. 2. Inputs.

1. 1E-4, 1E-5, and 1E-6 HF and LF spectra (for 5% damping) and hazard de-aggregation results from Ref. 1.

2. Detailed de-aggregation results (M-R-epsilon graphs) from Refs. 10-12 3. Six sets of 60 artificial shear-wave velocity profiles, with associated G/Gmax curves,

and damping curves, from Ref. 2. 3. Literature search and background information. The application of RVT to site response has been studied by Schneider et al. (1991; Ref. 3), Stepp et al. (1991; Ref. 4), Silva et al. (1997; Ref. 5), and Rathje and Ozbey (2006; Ref. 6). The dynamic response of a layer of fill concrete may be treated in the same manner. 4. Assumptions and basis.

1. The assumption of vertically-propagating shear waves is appropriate for the characterization of site response at the PSEG Site. The basis is that this is the same procedure that is implemented in the SHAKE program and that constitutes the standard practice for site-response calculations.

2. The use of RVT for equivalent-linear site-response calculations yields valid results. The basis is the results in Refs. 3-6.

3. In the calculation of ground motion duration, values of crustal shear-wave velocity and seismic stress drop typical of Eastern North America will be used. The basis is that the site is located in this region.

5. Computer calculations: RVTSITE v.1.2 was used to perform all calculations. Calculations are performed separately for annual exceedence probabilities of 1E-4, 1E-5, and 1E-6. These inputs are specified as occurring on an “outcrop” of the bedrock material. Calculations are performed for the 60 artificial profiles developed in Ref. 2 for each FIRS location and profile. Other RVTSITE inputs not listed above are developed below.


2047-ACR-034 Rev. 1 3

The strong-motion durations are needed as inputs to RVTSITE. They are calculated from the mean magnitudes and distances from the de-aggregation using the following expressions from ground-motion RVT (see Ref. 6):

05.165.1

0 10 += MM

3/1

0

6109.4

∆×=

Mfc

σβ

RfT c 05.0/1 +=

where β is the crustal shear-wave velocity (3.5 km/s) and σ∆ is the stress drop (120 bars). These values are typical of eastern US earthquakes. The intermediate steps and results from these calculations are tabulated below.

Case M R (km)Mo (dyn-

cm) fc (Hz) T (sec)

Eff Strain Ratio

1E-4 HF 5.6 22 2.82E+24 0.60 2.77 0.5 1E-4 LF 6.9 480 2.51E+26 0.13 31.46 0.59 1E-5 HF 5.6 9.6 2.82E+24 0.60 2.15 0.5 1E-5 LF 7.2 530 7.08E+26 0.09 37.04 0.62 1E-6 HF 5.7 7 3.98E+24 0.53 2.22 0.5 1E-6 LF 7.3 510 1.00E+27 0.08 37.32 0.63

The table also contains the calculation of the effective strain ratio, which is calculated using the expression (M-1)/10 (Idriss and Sun, 1992; Ref. 7). Values greater than 0.65 were brought into the 0.5-0.65 range, which is the range recommended by Kramer (1996; Ref. 8). Input and Output Files, Graphical Results, and Discussion Ref. 9 contains the input files for RVTSITE, as well as the main output files (containing echo of inputs), and complete results. Key outputs from RVTSITE are in the form of csv files. These files are contained in sub-directories 1E-*_*. Figures 1 and 2 display the amplification factors in graphical form, as well as the associated logarithmic standard deviations. These results are contained in file Hope_CreekTabular_Results_GMRS*.xls). Graphical results in the form of amplification factors for all profiles, summary statistics of the amplification factors, and material properties vs. depth for all profiles are shown in Appendix A. 6. Hand calculations


2047-ACR-034 Rev. 1 4

N/A References

1. Risk Engineering, Inc. (2010). High- and low-frequency horizontal rock spectra for the PSEG Site, REI QA record 2047-ACR-024 Rev. 1.

2. Risk Engineering, Inc. (2010). Artificial Shear-Wave Velocity Profiles for PSEG Site Response Calculations. REI QA record 2047-ACR-032 Rev. 1.

3. Schneider, J. F., Silva, W. J., Chiou, S. J., and Stepp, J. C. (1991). “Estimation of ground motion at close distances using the band-limited white-noise model.” Proc., 4th Int. Conf. on Seismic Zonation, Vol. 4, EERI, Stanford, Calif., 187–194.

4. Stepp, J. C., Silva, W. J., Seed, H. B., Idriss, I. M., McGuire, R., and Schneider, J. (1991). “Site response evaluations based upon generic soil profiles using random vibration methodology.” Proc., 4th Int. Conf. on Seismic Zonation, Vol. 4, Stanford, Calif., 739–746.

5. Silva, W. J., Abrahamson, N., Toro, G., and Costantino, C. (1997). “Description and validation of the stochastic ground motion model, Final report.” Brookhaven National Laboratory, Rep. Contract No. 770573, Associated Universities, Inc., Upton, N.Y.

6. Rathje, E.M., and M.C. Ozbey (2006). Site-Specific Validation of Random Vibration Theory-Based Seismic Site Response Analysis. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 132, No. 7, July.

7. Idriss, I. M., and Sun, J. I. (1992). SHAKE91: A computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits, Dept. of Civil and Environmental Engineering, Center for Geotechnical Modeling, Univ. of California, Davis, Calif.

8. Kramer, Steven L. (1996). Geotechnical earthquake engineering. Prentice-Hall. 9. Risk Engineering, Inc. (2010). Electronic files for Calculation of Site Response for

the PSEG Site ESP, REI QA record 2047-ACR-035 Rev. 1. 10. Risk Engineering, Inc. (2010). Deaggregation of 10-4 rock hazard at the PSEG Site,

REI QA Record 2047-ACR-018 Rev. 2. 11. Risk Engineering, Inc. (2010). Deaggregation of 10-5 rock hazard at the PSEG Site,

REI QA Record 2047-ACR-020 Rev. 1. 12. Risk Engineering, Inc. (2010). Deaggregation of 10-6 rock hazard at the PSEG Site,

REI QA Record 2047-ACR-022 Rev. 1.


2047-ACR-034 Rev. 1 5

Median Amplification Factors for PSEG SiteGMRS HF

0.1

1

10

Am

plifi

catio

n Fa

ctor 1E-4

1E-5

1E-6

Std. Dev. of ln[Amplification Factor] for PSEG Site GMRS HF

0

0.2

0.4

0.6

0.8

0.1 1 10 100Frequency (Hz)

Sigm

a(ln

)

Figure 1. Summary amplification results for High Frequency (HF).


2047-ACR-034 Rev. 1 6

Median Amplification Factors for PSEG SiteGMRS LF

0.1

1

10

Am

plifi

catio

n Fa

ctor 1E-4

1E-5

1E-6

Std. Dev. of ln[Amplification Factor] for PSEG Site GMRS LF

0

0.2

0.4

0.6

0.8


Sigm

a(ln

)

Figure 2. Summary amplification results for Low Frequency (LF).


2047-ACR-034 Rev. 1 7

Appendix A: Graphical Results

This appendix contains the following results for each exceedence probability: 1. Amplification factor vs. frequency for all artificial profiles 2. Amplification factor vs. frequency: summary statistics 3. Strain-compatible material properties vs depth, as follows:

a. Shear-wave velocity b. Peak strain (shown for entire profile and for the top 400 ft) c. Damping ratio (shown for entire profile and for the top 400 ft) d. Maximum shear stress


2047-ACR-034 Rev. 1 8

PSEG Site GMRS 1E-4 HFSa amplification factor at depth(ft)= 0.0 - outcrop

0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion

logarithmic mean prof. 1

prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60 logarithmic sigma


2047-ACR-034 Rev. 1 9


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 10

PSEG Site GMRS 1E-4 HFMaximum Strain

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.005 0.01 0.015 0.02 0.025 0.03Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 11


0

100

200

300

400

500

0 0.005 0.01 0.015 0.02 0.025 0.03Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 12

PSEG Site GMRS 1E-4 HFDamping Ratio

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 1 2 3 4 5Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 13


0

100

200

300

400

500

0 1 2 3 4 5Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 14

PSEG Site GMRS 1E-4 HFMaximum Shear Stress

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 500 1000 1500 2000 2500 3000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

prof. 55 prof. 56

prof. 57 prof. 58

prof. 59 prof. 60


2047-ACR-034 Rev. 1 15

PSEG Site GMRS 1E-4 LFSa amplification factor at depth(ft)= 0.0 - outcrop

0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59



2047-ACR-034 Rev. 1 16


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 17

PSEG Site GMRS 1E-4 LFMaximum Strain

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.005 0.01 0.015 0.02 0.025 0.03Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 18


0

100

200

300

400

500

0 0.005 0.01 0.015 0.02 0.025 0.03Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 19

PSEG Site GMRS 1E-4 LFDamping Ratio

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 1 2 3 4 5Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 20


0

100

200

300

400

500

0 1 2 3 4 5Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 21

PSEG Site GMRS 1E-4 LFMaximum Shear Stress

0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 500 1000 1500 2000 2500 3000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

prof. 55 prof. 56

prof. 57 prof. 58

prof. 59 prof. 60


2047-ACR-034 Rev. 1 22


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59



2047-ACR-034 Rev. 1 23


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 24


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.02 0.04 0.06 0.08 0.1Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 25


0

100

200

300

400

500

0 0.02 0.04 0.06 0.08 0.1Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 26


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 2 4 6 8 10Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 27


0

100

200

300

400

500

0 2 4 6 8 10Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 28


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 2000 4000 6000 8000 10000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

prof. 55 prof. 56

prof. 57 prof. 58

prof. 59 prof. 60


2047-ACR-034 Rev. 1 29


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59



2047-ACR-034 Rev. 1 30


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 31


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.02 0.04 0.06 0.08 0.1Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 32


0

100

200

300

400

500

0 0.02 0.04 0.06 0.08 0.1Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 33


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 2 4 6 8 10Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 34


0

100

200

300

400

500

0 2 4 6 8 10Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 35


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 2000 4000 6000 8000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

prof. 55 prof. 56

prof. 57 prof. 58

prof. 59 prof. 60


2047-ACR-034 Rev. 1 36


0.01

0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59



2047-ACR-034 Rev. 1 37


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 38


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.1 0.2 0.3 0.4Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 39


0

100

200

300

400

500

0 0.1 0.2 0.3 0.4Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 40


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 5 10 15 20Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 41


0

100

200

300

400

500

0 5 10 15 20Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 42


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 5000 10000 15000 20000 25000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

prof. 55 prof. 56

prof. 57 prof. 58

prof. 59 prof. 60


2047-ACR-034 Rev. 1 43


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

0

0.3

0.6

0.9

Loga

rithm

icSt

d.D

evia

tion


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59



2047-ACR-034 Rev. 1 44


0.1

1

10


SaA

mpl

ifica

tion

Fact

or

~84-th percentile

Mean

Logarithmic Mean

~16-th percentile


2047-ACR-034 Rev. 1 45


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 46


0

100

200

300

400

500

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35Strain (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 47


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 5 10 15 20Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 48


0

100

200

300

400

500

0 5 10 15 20Damping (%)

Dep

th(ft

)


prof. 2 prof. 3

prof. 4 prof. 5

prof. 6 prof. 7

prof. 8 prof. 9

prof. 10 prof. 11

prof. 12 prof. 13

prof. 14 prof. 15

prof. 16 prof. 17

prof. 18 prof. 19

prof. 20 prof. 21

prof. 22 prof. 23

prof. 24 prof. 25

prof. 26 prof. 27

prof. 28 prof. 29

prof. 30 prof. 31

prof. 32 prof. 33

prof. 34 prof. 35

prof. 36 prof. 37

prof. 38 prof. 39

prof. 40 prof. 41

prof. 42 prof. 43

prof. 44 prof. 45

prof. 46 prof. 47

prof. 48 prof. 49

prof. 50 prof. 51

prof. 52 prof. 53

prof. 54 prof. 55

prof. 56 prof. 57

prof. 58 prof. 59

prof. 60


2047-ACR-034 Rev. 1 49


0

200

400

600

800

1000

1200

1400

1600

1800

2000

0 5000 10000 15000 20000Stress (psf)

Dep

th(ft

)

logarithmic mean

prof. 1 prof. 2

prof. 3 prof. 4

prof. 5 prof. 6

prof. 7 prof. 8

prof. 9 prof. 10

prof. 11 prof. 12

prof. 13 prof. 14

prof. 15 prof. 16

prof. 17 prof. 18

prof. 19 prof. 20

prof. 21 prof. 22

prof. 23 prof. 24

prof. 25 prof. 26

prof. 27 prof. 28

prof. 29 prof. 30

prof. 31 prof. 32

prof. 33 prof. 34

prof. 35 prof. 36

prof. 37 prof. 38

prof. 39 prof. 40

prof. 41 prof. 42

prof. 43 prof. 44

prof. 45 prof. 46

prof. 47 prof. 48

prof. 49 prof. 50

prof. 51 prof. 52

prof. 53 prof. 54

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