FIELD CROSSHOLE DATA REPORT Crosshole Sismic Tests at the ... · APPENDIX C: Compression-wave...

FIELD CROSSHOLE DATA REPORT

Crosshole Sismic Tests at the Vogtle Test Fill- Phase I

for

MACTEC, Engineering and Consulting, Inc.396 Plasters Ave.

Atlanta, GA 30324

by

Kenneth H. Stokoe, II, Ph.D., P.E.Min-Jae Jung, M.S., Graduate Research AssistantJiabei Yuan, M.S., Graduate Research Assistant

Februrary 22, 2008

Geotechnical Engineering Report GR08-0?Geotechnical Engineering Center

Civil Engineering DepartmentThe University of Texas at Austin

DeN: GR08-07Revision 0, Februrary 22, 2008

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TABLE OF CONTENTS

TABLE OF CONTENTS 2

1. Overview 3

APPENDIX A: Compression- and Shear-wave Velovities Profiles 4

APPENDIX B: Shear-wave Travel Time Records from Crosshole Seismic

Testing Between Source Borehole CHB-2 and Receiver

Boreholes CHB-l and CHB-3 (Depth Range: 2 to 10 ft) 19

APPENDIX C: Compression-wave Travel Time Records from Crosshole

Seismic Testing Between Source Borehole CHB-2 and Receiver

Boreholes CHB-l and CHB-3 (Depth Range: 2 to 10ft) 27

APPENDIX D: Shear-wave Travel Time Records from Crosshole Seismic

Testing Between Source Borehole CHB-3 and Receiver


APPENDIX E: Compression-wave Travel Time Records from Crosshole

Seismic Testing Between Source Borehole CHB-3 and Receiver


APPENDIX F: Calibraition and Procedures and Documentation 75

DeN: GR08-0?Revision 0, Februrary 22, 2008

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FIELD CROSSHOLE DATA REPORT

Crosshole Seismic Tests at the Vogtle Test Fill- Phase I

by

Kenneth H. Stokoe, II, Ph.D., P.E.Min-Jae Jung, M.S., Graduate Research AssistantJiabei Yuan, M.S., Graduate Research Assistant

The University of Texas at Austin

1. Overview

All data that were collected during the crosshole seismics tests at the VogtleTest Fill - Phase I are presented in this summary. Appendix A contains the sketchshowing the locations of the boreholes used in the crosshole tests and the resultingcompression- and shear-wave velocities in both graphical and tabular forms.Appendices B through E contain the recorded waveforms for given source-to-receiver and receiver-to-receiver travel paths for a given wave type. In eachappendix, the waveforms are first shown as waterfall plots and then as individuallyexpanded records of the 3-component geophone at each test depth. Wave arrivals areidentified in each waveform by solid dots, "e", that have been added to the records.

Appendices B through E contain the following results:

(1) Appendix B: direct shear wave measurements using the source inBorehole CHB-2 over depths of2 to 10 ft.

(2) Appendix C: direct compression wave measurements using the sourcein Borehole CHB-2 over depths of 2 to 10ft.

(3) Appendix D: direct and interval shear wave measurements using thesource in Borehole CHB-3 over depths of 6 to 38 ft.

(4) Appendix E: direct and interval compression wave measurements usingthe source in Borehole CHB-3 over depths of 6 to 38 ft

Appendix F contains the calibration documentation including field evaluationsof the trigger calibration and recorder timing calibration.


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APPENDIX A

Compression- and Shear-wave Velocities Profiles


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1< 20 ft

5ft

>1 "'N

t

10 ft

10 ft

F

r------- ---I :

Den~te~ Centers of S~S~ Test:A~rays A through Gi

< 5 ft >1 !j~ I !~_5_ft_~:Ai ~B:

@-- '0' r"IIIIIIIII

DII

'l~m" '

E!.~... .~, .••~ , . ~ .• '•..@--

i

30 ft

30 ftPrimary Area ofSASW Testing

7ft

<7ft

>

'Outline of Footprint on the Natural Soil of the Test Fill

Figure 1 Locations of Crosshole Boreholes Relative to the SASW Test Arrays A through G on the

Footprint of the Test Fill


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8384 Boring Location Plan - North(Shallow)

8382 t8380 CHB-1

Receiver 2 ...8378

8376

Direct8374 Travel

q::: Pathbll 8372 CHB-2s:::2

Source 1 •......'-0Z

8370DirectTravel

8368 Path

8366

CHB-3 •8364 Receiver

8362

8360

6972 6973 6974 6975 6976Easting, ft

Figure 2 Locations of Crosshole Boreholes on the Footprint of the Test Fill (Depth Range: 2 to 10

ft)


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8384

8382

8380

Boring Location Plan(Deep)

- North

tCHB-1

Receiver 2 ~ ,

DirectTravelPath

DirectTravelPath

8378

8376

8374q::bi)p 8372:.a..........0Z

8370

8368

8366

8364

8362

8360

6972

CHB-2Receiver 1

CHB-3Source

6973

•

IntervalTravelPath

.. ""-..

•

6974

Easting, ft

6975 6976

Figure 3 Locations of Crosshole Boreholes on the Footprint ofthe Test Fill (Depth Range: 6 to 38

ft)


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3000

@

2500

Notes:@NO identifiable S-wave

arrival at Receiver 2

@HigherVp likely due tnearly saturated soil.

Deep (Depth = 6 to 38 ft)Source (CHB-3)

Receiver I (CHB-2)Receiver 2 (CHB-I)

-+- Source to Receiver 1... Source to Receiver 2....... Receiver 1 to Receiver 2

Shallow (Depth = 2 to 10 ft)Source (CHB-2)

Receiver I (CHB-3)Receiver 2 (CHB-I)

... Source to Receiver 1Source to Receiver 2

200015001000

vs ...............

500

+Natural Soil

Test Fill

0

2

4

6

8

10

12

14

¢:: 16..l::f....,0.. 18(])

0....,l::i 20(])

S(])

'"" 22;lenro(])

:8 24

26

28

30

32

34

36

38

400

P- and S-Wave Velocities, fps

Figure 4 Vs and Vp Profiles from Crosshole Seismic Testing of the Compacted Test Fill (BoreholesCHB-l ,CHB-2 and CHB-3)


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Table A.l Crosshole Seismic Wave Velocities(Vs) at Boreholes CHB-2 and CHB-3

Wave Velocities from Source Borehole CHB-2 to Receiver Borehole CHB-3Vogtle Test Fill - Phase 1

S-Wave

Meas. Path Corrected Measured Travel Corrected TravelVelocitlDepth Length] Path Length2 Time Time'

(ft) (ft) (ft) (ms) (ms) (fps)2 6.68 6.22 11.20 11.31 5504 6.66 6.20 10.59 10.70 5806 6.63 6.18 7.32 7.43 8308 6.61 6.15 7.14 7.25 85010 6.58 6.13 6.97 7.08 860

Notes:1. Path Lengths are Provided by MACTEC2. Corrected Path Length = (Path Length) - (4 inch) - (1.5 inch)3. Corrected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)

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Date

Table A.2 Crosshole Seismic Wave Velocities(Vs) at Boreholes CHB-l and CHB-2

Wave Velocities from Source Borehole CHB-2 to Receiver Borehole CHB-IVogtle Test Fill - Phase 1

S-Wave

Meas. Path Corrected Measured Travel Corrected TravelVelocit/Depth Length! Path Length2 Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)2 7.16 6.70 11.37 11.48 6204 7.15 6.69 10.60 10.72 6706 7.15 6.69 8.36 8.47 8408 7.15 6.70 7.13 7.24 99010 7.16 6.70 7.39 7.50 960

Notes:I. Path Lengths are Provided by MACTEC2. Corrected Path Length = (Path Length) - (4 inch) - (1.5 inch)3. Corrected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)

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Date

Table A.3 Crosshole Seismic Wave Velocities(Vs) at Boreholes CHB-2 and CHB-3

Wave Velocities from Source Borehole CHB-3 to Receiver Borehole CHB-2Vogtle Test Fill- Phase I

Calibration Time Travel Time in Grouting(ms) (ms)

-0.244 0.133

S-Wave

Meas. Path Corrected Path Measured Travel Corrected TravelVelocit/Depth Length l Length2 Time Time)

(ft) (ft) (ft) (ms) (ms) (fos)6 6.63 6.18 7.26 7.34 8408 6.61 6.15 7.17 7.25 85010 6.58 6.13 6.81 6.88 89012 6.56 6.10 6.47 6.55 93014 6.53 6.07 6.38 6.46 94016 6.49 6.04 5.95 6.03 100018 6.46 6.00 5.74 5.81 103020 6.41 5.96 5.40 5.48 109022 6.40 5.94 5.00 5.08 117024 6.36 5.90 5.00 5.08 116026 6.31 5.85 4.94 5.02 117028 6.26 5.80 4.73 4.81 121030 6.20 5.74 4.91 4.99 115032 6.13 5.67 5.74 5.81 98034 6.07 5.61 5.98 6.06 93036 6.04 5.59 6.38 6.46 87038 6.03 5.57 6.65 6.73 830


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Wave Velocities from Source Borehole CHB-3 to Receiver Borehole CHB-lVogtle Test Fill - Phase I

Calibration Time I Travel Time in Grouting(ms) I (ms)

-0.244 I 0.133

S-Wave

Meas. Path Corrected Path Measured Travel Corrected TravelVelocitlDepth Length l Length2 Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)6 13.77 13.31 15.08 15.15 8808 13.75 13.29 14.80 14.88 89010 13.73 13.28 14.25 14.33 93012 13.72 13.26 13.79 13.87 96014 13.71 13.25 13.61 13.69 97016 13.69 13.23 12.79 12.86 103018 13.66 13.21 12.39 12.47 106020 13.63 13.17 11.69 11.77 112022 13.61 13.15 11.05 11.12 118024 13.56 13.10 11.14 11.22 117026 13.50 13.04 11.35 11.43 114028 13.44 12.98 11.44 11.52 113030 13.36 12.90 12.02 12.10 107032 13.27 12.81 5 5 5- - -34 13.20 12.74 14.98 15.06 85036 13.12 12.66 14.83 14.91 85038 13.04 12.58 15.08 15.15 830

Notes:1. Path Lengths are Provided by MACTEC2. Corrected Path Length = (Path Length) - (4 inch) - (1.5 inch)3. Corrected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)5. Could Not Interpret S-wave Velocity at a Depth of32 ft.

Analyzed by :

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Wave Velocities from Source Borehole CHB-2 to Receiver Borehole CHB-IVogtle Test Fill - Phase I

Calibration Time I(ms) I

-0.244 I

Travel Time in Grouting I(ms) I0.133 I

S-Wave

Meas. Path MeasuredVelocitlDepth Length l Travel Time

(ft) (ft) (ms) (fos)6 7.14 7.81 9108 7.14 7.63 94010 7.15 7.45 96012 7.16 7.32 98014 7.18 7.23 99016 7.19 6.84 105018 7.21 6.65 108020 7.21 6.29 115022 7.21 6.04 119024 7.20 6.13 117026 7.19 6.41 112028 7.18 6.71 107030 7.16 7.11 101032 7.14 3 3- -34 7.12 9.00 79036 7.08 8.45 84038 7.01 8.42 830

Notes:I. Path Lengths are Provided by MACTEC2. Velocity = (Corrected Path Length) / (Corrected Travel Time)3. Could Not Interpret S-wave Velocity at a Depth of32 ft.


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Table A.6 Crosshole Seismic Wave Velocities(Vp) at Boreholes CHB-2 and CHB-3



-0.282 0.067

P-Wave

Meas.Path Length]

Corrected Path Measured Conected TravelVelocity4Depth Length2 Travel Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)2 6.68 6.22 6.01 6.23 10004 6.66 6.20 5.60 5.81 10706 6.63 6.18 4.04 4.26 14508 6.61 6.15 3.94 4.15 1480

10 6.58 6.13 3.98 4.20 1460

Notes:1. Path Lengths are Provided by MACTEC2. Con'ected Path Length = (Path Length) - (4 inch) - (1.5 inch)3. Conected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)

Analyzed by : Itt:¥) JtAe.. }'UI1')c(;

Checked by : ~I! Sfi41:JlDate : 0 1- - 0 6 - Ul(Jtt>

DeN: GR08-0?Revision 0, Februrary 22,2008

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Wave Velocities from Source Borehole CHB-2 to Receiver Borehole CHB-lVogtle Test Fill - Phase 1


-0.282 0.067

P-Wave

Meas.Path Length 1

Corrected Path Measured Con'ected TravelVelocit/Depth Length2 Travel Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)2 7.16 6.70 6.42 6.64 10104 7.15 6.69 5.62 5.83 11506 7.15 6.69 4.55 4.76 14108 7.15 6.70 3.97 4.18 160010 7.16 6.70 4.17 4.38 1530

Notes:1. Path Lengths are Provided by MACTEC2. COiTected Path Length = (Path Length) - (4 inch) - (1.5 inch)3. Corrected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)


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-0.282 0.067

P-Wave

Meas.Path Length1 Corrected Path Measured Travel Corrected Travel

Velocity4Depth Length2 Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)

6 6.63 6.18 3.97 4.17 14808 6.61 6.15 3.81 4.01 153010 6.58 6.13 3.81 4.01 153012 6.56 6.10 3.60 3.80 161014 6.53 6.07 3.75 3.95 154016 6.49 6.04 3.69 3.89 155018 6.46 6.00 3.17 3.37 178020 6.41 5.96 2.90 3.10 192022 6.40 5.94 2.69 2.88 206024 6.36 5.90 2.99 3.19 185026 6.31 5.85 3.02 3.22 182028 6.26 5.80 2.35 2.55 228030 6.20 5.74 1.98 2.18 263032 6.13 5.67 3.14 3.34 170034 6.07 5.61 3.45 3.65 154036 6.04 5.59 3.63 3.83 146038 6.03 5.57 3.63 3.83 1450


Analyzed by : M:VJ Jilt. .. ;JUf:::-Checkedby :£J1Z. ,...Sh~


Date () :2. - 0 6 - :20016

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Date

Table A.9 Crosshole Seismic Wave Velocities(Vp) at Boreholes CHB-l and CHB-3

Wave Velocities from Source Borehole CHB-3 to Receiver Borehole CHB-lVogtle Test Fill - Phase I


-0.282 0.067

P-Wave

Meas.Path Length1 Corrected Path Measured Travel Corrected Travel

Velocity4Depth Length2 Time Time3

(ft) (ft) (ft) (ms) (ms) (fps)6 13.77 13.31 8.61 8.80 15108 13.75 13.29 8.36 8.56 155010 13.73 13.28 8.03 8.22 161012 13.72 13.26 8.03 8.22 161014 13.71 13.25 8.21 8.41 158016 13.69 13.23 7.87 8.07 164018 13.66 13.21 7.26 7.46 177020 13.63 13.17 6.68 6.88 191022 13.61 13.15 6.07 6.27 210024 13.56 13.10 6.77 6.97 188026 13.50 13.04 7.08 7.28 179028 13.44 12.98 5.89 6.09 213030 13.36 12.90 6.26 6.45 200032 13.27 12.81 7.20 7.40 173034 13.20 12.74 8.36 8.56 149036 13.12 12.66 8.27 8.47 150038 13.04 12.58 8.39 8.59 1460

Notes:1. Path Lengths are Provided by MACTEC2. Corrected Path Length = (Path Length) - (4 inch) - (I. 5 inch)3. Corrected Travel Time = (Measured travel time) - (Calibration Time) - (Travel Time in Grouting)4. Velocity = (Corrected Path Length) / (Corrected Travel Time)

M r." -.

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Table A.IO Crosshole Seismic Wave Velocities(Vp) at Boreholes CHB-l and CHB-2

Wave Velocities from Source Borehole CHB-2 to Receiver Borehole CHB-lVogtle Test Fill - Phase 1

Calibration Time Travel Time in Groutin2:(ms) (ms)

-0.282 0.067

P-Wave

Meas.Path Length I

MeasuredVelocitlDepth Travel Time

(ft) (ft) (ms) (fus)6 7.14 4.64 15408 7.14 4.55 157010 7.15 4.21 170012 7.16 4.43 162014 7.18 4.46 161016 7.19 4.18 172018 7.21 4.09 176020 7.21 3.78 191022 7.21 3.39 213024 7.20 3.78 190026 7.19 4.06 177028 7.18 3.54 203030 7.16 4.27 168032 7.14 4.06 176034 7.12 4.91 145036 7.08 4.64 153038 7.01 4.76 1470

Notes:1. Path Lengths are Provided by MACTEC2. Velocity = (Corrected Path Length) / (Corrected Travel Time)


Analyzed by :

Checked by :

Date

M:v, )"t- .JVh-y

;(~b!ShJd() J.. - /) 6 - Mafb

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APPENDIXB

Shear-Wave Travel Time Records from Crosshole Seismic TestingBetween Source Borehole CHB-2 and

Receiver Boreholes CHB-l and CHB-3(Depth Range: 2 to 10 ft)


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-2 --r----------------------------,-- Upward Impact-- Downward Impact

0.020 0.025

I • denotes Arrival Time I

o

-1

2

3

4¢::

-B 5a.Q)

Q

6

7

8

9

10

11

120.000 0.005 0.010 0.015

Time, sec

Figure B.l Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-2 and Receiver Borehole CHB-3; Full Record Length and2- to 10-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)

Analyzed by :

Checked by

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-2 -,-------------------------------,

I • denotes Arrival TimeI

-- Upward Impact-- Downward Impact

0.0250.0200.0150.010

I Trigger

o

-1

2

3

4<t::.;3" 50..

(1)

06

7

8

9

10

11

120.000 0.005

Time, sec

Figure B.2 Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-2 and Receiver Borehole CHB-I; Full Record Length and2- to IO-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)

Analyzed by :

Checked by :

Date


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-1 --y--------------------------------,

I Depth : 2 ft I - Upward Impact..... Downward Impact

o Source... , [Borehole CHB-2]

~ ~ ..

, .· .·.·.'.

...........................................•

Receiver 1 (Vertical)[Borehole CHB-3]

V,

-....

.....

,.,.

......• • ,.........:A..~__~_---,

... " Receiver 2 (Vertical)[Borehole CHB-1]

. .

I

.,'

...._.., ' ,. , , !'.2

0.000 0.005 0.010 0.Ql5 0.020 0.025

Time, sec

Figure B.3 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of2 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-1 and CHB-3

Analyzed

Checked try :

Date

.-!Y:., 1r:~.I,:'!J::_ ..;e::a SI1;6-'c/t

:J.. ~ 0 5 - J-tJoCb


of 86

Page 479 of 546

-1 ---,----------------------------,

IDepth : 4 ft I - Upward Impact..... Downward Impact

o .. Source....................................... [Borehole CHB-2] .

.. " .. ~. .. .

f\

Receiver 1 (Vertical)[Borehole CHB-3]'.: V" .-~ , .'. ...

' ....


!~· .· .· .\: :'.' .I..... ... ",

.... "

'.'

•.- - .

0.000 0.005 0.010 0.015 0.020 0.025

Time, sec

Figure BA Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of4 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-1 and CHB-3


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-1 -,-----------------------------,


,: Receiver 2 (Vertical)[Borehole CHB-1]

Iv, .... ,,'',-

Source•................. [Borehole CHB-2]

"

, .. .:~:'

o

0.000 0.005 0.010 0.015 0.020 0.025

Time, sec

Figure B.5 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of6 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-l and CHB-3

Analvzed by: t!-1iv,]Ae. .!I/n;:::Chec'ked by : ~~?i(s~itDate :J- - 0 6 - )oO't>

DeN: GR08-0?Revision a, Februrary 22, 2008

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-1 --r-----------------------------,


" ..-'.,\Y., ;, ', :

\H,"


'V'. '. ., :. ..... '


Source'. ..p " [Borehole CHB-2] .. ,'~"

~ '.'

, '..'.:'

, ,, ......

.............................~

2

0.000 0.005 0.010 0.Ql5 0.020 0.025

Time, sec



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-1 --r-----------------------------,

I Depth : 10ft I - Upward Impact.... - Downward Impact

o

2

•... -.

· .· .· .· .·.~.,'

Source.,: [Borehole CHB-2j ... .

~ ~ -,

'-.

,/""'l .... -'"

~---<----"-----, "Receiver 2 (Vertical)

[Borehole CHB-1]

V\........

0.000 0.005 0.010 0.015

Time, sec

0.020 0.025



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APPENDIXC

Compression-Wave Travel Time Records from Crosshole Seismic TestingBetween Source Borehole CHB-2 and

Receiver Boreholes CHB-l and CHB-3(Depth Range: 2 to 10ft)


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-2 -r-------------------------------,

-1 Trigger 1--Downward Impact1a

2

3

4¢::

..cf 50.(1)

06

7

8

9

10

11

12

Figure C.l

0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016 0.018 0.020 0.022 0.024

Time, sec

Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-2 and Receiver Borehole CHB-3; Full Record Length and2- to 10-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)


Analyzed by :

Checked by :

Date

/Vt:.., JH.. .J1./11}-

£I/~oJ.. - 0 b - ).Qofb

of 86

Page 485 of 546

-2 ---r-----------------------------,

-1Trigger I--Downward ImpactI

o

2

3

4et::-5 5a.

<l)

Q

6

7

8

9

10

11

12

Figure C.2

0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016 0.018 0.020 0.022 0.024

Time, sec

Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-2 and Receiver Borehole CHB-l; Full Record Length and2- to lO-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)


Analyzed by :

Checked by :

Date () J,.. - 0 6 - ).oof(;,

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-1 ---r-----------------------------.,IDepth: 2 ft I 1- Downward Impactl

v

Source[Borehole CHB-2]

Receiver 1 (Horizontal)[Borehole CHB-3]


o

0.000 0.005 0.010 0.015 0.020 0.025

Time, sec

Figure C.3 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 2 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-l and CHB-3


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-1 --,------------------------------,

I Depth : 4 ft I 1- Downward Impactl

v -

v

v

A f\



Source---_--I [Borehole CHB-2]

2

a

0.000 0.005 0.010 0.015 0.020 0.025

Time, sec

Figure CA Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 4 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-l and CHB-3

Analyzed by : Mr", Ji'f- ;r(/~

Chec'ked by :-~2:fZs~~Date CJ :J.. ~ 0 6 - 2-00'0


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-1 ---,----------------------------,

IDepth : 6 ft I 1- Downward Impactl

o Source[Borehole CHB-2]

Receiver 1 (Horizontal)[Borehole CHB-3]v V V

Receiver 2 (Horizontal)[Borehole CHB-1]vV

0.000 0.005 0.010 0.015

Time, sec

0.020 0.025

Figure C.S Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 6 £1; Source Borehole CHB-2 and Receiver Boreholes CHB-1 and CHB-3


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-1 --,----------,,---------------------,


o----IFr\r---,I Source 1-\ [V"- . I~ I[Borehole CHB-2] 1 -

N•

AA

v \J ~V

Receiver 1 (HOrizonta~)[Borehole CHB-3]

~ IR"e;,ec 2 (Hoc;,o,IoI)IV [~Te~B_\)1 V

I" denotes Trigger Time• denotes Arrival Time

3 -..L.l.-.-lII---l..I_l.-.-lII_...I...-11....lU.11_...L.U..III-.U.111.l-.JJJl-l..-..LI.L..lL_l..-..LII_...I...-11w.u.1_..L.......:III...-J.I_..L.......:III...-J.I_..L.......:111...-J.--1

0.000 0.005 0.010 0.015

Time, sec

0.020 0.025

Figure C.6 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 8 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-I and CHB-3

Analyzed . t!11...,]AL .JI/'!J:::.Checked by :-~:fTsfi~Date j.. - 0 £ - :uJf)<tJ.


of 86

Page 490 of 546

-1 -,---------------------------,

IDepth : 10ft I 1- Downward Impactl

II


1\,I Receiver 1 (Horizontal)/I [Borehole CHB-3]

A

'f' ~~ I Source 1-o-n \A~,./'-----II [Borehole CHB-2]I

NV

.JV~J

2- •

0.0250.0200.0050.000

, 'f' denotes Trigger TimeII • denotes Arrival Time

3 ---'-1........LII_-'---'II'--LI_.L......J.II----'---JI'--LI_.LJ...L1III--lJ.--JIW-IJ1L......l-....I1I---II..L.....1L.....!LU_.L.Jl\lcL.I'1_...1.l!-1UI1........L1_-,---,I_...l-IL-J

0.010 0.015

Time, sec

Figure C.7 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 10 ft; Source Borehole CHB-2 and Receiver Boreholes CHB-1 and CHB-3

Analyzed by ; __.J111"1JAf:.l.~~ ..,Checked by: £ t2 S~itDate :2.- 05 - MUtt>


of 86

Page 491 of 546

APPENDIXD

Shear-Wave Travel Time Records from Crosshole Seismic TestingBetween Source Borehole CHB-3 and



of 86

Page 492 of 546



-6

-4TriggerII

-2 I

0

2

4

6

8

10

12

14

¢:: 16..d' 180..(l)

a 20

22

24

26

28

30

32

34

36

38

40

420.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.l Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-3 and Receiver Borehole CHB-2; Full Record Length and6- to 38-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)

Analyzed by :

Checked by :

Date

M:",J~ .Jt/I1'J::~a~o J.. - 0 6 - J-ooft,


of 86

Page 493 of 546



-6

-4Trigger

III

-2

0

2

4

6

8

10

12

14

<t::: 16..c 180..

<l)

0 20

22

24

26

28

30

32 ?34

36

38

40

420.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure 0.2 Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-3 and Receiver Borehole CHB-I; Full Record Length and6- to 38-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)

Analyzed by :

Checked by :

Date


Page 3? of 86

Page 494 of 546

-1 .......---------------------------,



Source...•................... [Borehole CHB-3]

t"·:·

o· ',': ",;· '·.:~:,','

~~1

2Receiver 2 (Vertical)

[Borehole CHB-1] '\,

3--'--'-'-L..L..I....L..L....L..J....L...L..JL..L..I..J.-L....L..J....L...L..JL..L..I..J.-L..L..L..L...L..J....L..L....L..J...-'-'-L..L..I....L..L..L..L..L...L..JL..L..I..J.-L..L..L..L...L..JL..L..I..J.-L..L-L..I

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.3 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of6 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 495 of 546

-1 --.---------------------------,


.. '.. , ,, ,, ,, ,, ,.. '



'.~, ,_ ' .. , .. " " .. " " """ .., .

, ,, ,, ,, ,, ,"','

.................~

o


3--'-J...L..L..L..J...L..L..L.J...J...L..L..L..J...L..L..L..L.1...L.J...L..L..L.J...J...L..L..L..J...L..L..L.J...J...L..L..L..J...L..L..L..L.1...L.J'-L.J...L.J...J...L..L..L..J...L..L..L.J.....w...J

0.000 0.005 0.010 0.Dl5 0.020 0.025 0,030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.4 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of8 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2

Checked by :

Date


of 86

Page 496 of 546

-1 --r----------------------------,

Source.....•...........,. ..: [Borehole CHB-3] .o

2

I Depth : 10ft I

.. ~

,'..·A·.r·...... '.····':--...·.·"'...",,:.·,fi"··~·,."l'

: :......;

- Upward Impact..... Downward Impact


1\ ...

3---L..L..1...L.J...J....L..L..J....L..L..1...L.L..1....L..L..J....L..l-L.JL.L..1..L.L.L..1...L.J...J....L..L..J....L..L..1...L.J...J....L..L..J....L..L..J....;L.L..1...L.J....L.J....l-L.Ju...J...L.L.L..W

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.S Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 10ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2

Analyzed by' M:,.,Jre. ]vn;::Chec'ked by : '2-:i:"5/r;~itDate CJ :t - 0 5 - ).oOtp


of 86

Page 497 of 546

-1 --,.-------------------------------,

I Depth : 12 ft I - Upward Impact....• Downward Impact

o

2

.. t

::(, ., ,'.'.'.:~:I!

'. Source......... ..;., [Borehole CHB-3]........


~ •• " "... ~ • o., ....

Receiver 2 (Vertical)L....,-:[=-B..:..or..".e_ho.:.-l...,.e_C_H_B_-1~] ""/

....:

3--'-..L..L..L..L-Jw..J.....L..L..L..L..L..L-Jw..J...LJ....L..L..L..L...I....L..L..LJ...J....L..w..J.....L..L..L..L..L..L-Jw..J...LJ....L..L..L..L...I....L..L..LJ...J....L..L..L...I....L..L...L...L..J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.6 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 12 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 498 of 546

-1 -,------------------------------,


", ' ., , ,\: ..

, ., .'.'


l Receiver 2 (Vertical)[Borehole CHB-1]

'.i ...... l " . ....."."..., '.yl·'

Source................................... [Borehole CHB-3] .

At......... - ..

..

o .J

3--'-.L..L..L...I...l.J....J....1..J....L.WL...I...l.J....J....1..J....L..L..Ju...J....l-L...L..L..L...I...l.J....J....1..J....L.WL...I...l.J....J....1..J....L..L..Ju...J....l-L....L.J....L..L..Ju...J....l-L...I....I...J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.7 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 14 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-1 and CHB-2


of 86

Page 499 of 546

-1 -,------------------------------,



': Receiver 2 (Vertical)[Borehole CHB-1] ...

\j\j \/\/\/.~.

...,"

Source••..... ; [Borehole CHB-3] .

~\,:,.I

"".'·., ', '· '· ., ', :

..: '.1;:;.'.'.'.'.'"!.:

•"...................... ~

/'y11t'r....:.. ......;··....·Jf'r·..,·\·I....':..... .'. ..,.

'1,.:

2

o

0.000 0.005 0.010 0.Q15 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analyzed by: MiJ.<tJAe.. J01tChecked b; :-?iZ~itDate ~ 0 5 - UJo<r:>


of 86

Page 500 of 546

-1 --,.------------------------------.,

Q)"'0E.~

~"'0

Q)

.~"a§oZ

I Depth : 18 ft I

o

2 -.1-----.........,--...........".,.'r•• ,,..~ 't ..',.,.-r-" ":., ..

\/


Source...•..•.•........................................ [Borehole CHB-3] .....


'"

Receiver 2 (Vertical)[Borehole CHB-1] ••"",

"\ 0' -....~.....,.

"''V'"

3---L.LLLLJLLl..L.L.LLLLJLLl..L.L.J..L.LU..J...L.LLLLJLU..J...L.LLLLJLLl..L.L.J..L.LU..J...L.LLLLJLU..J...L.w...J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



of 86

Page 501 of 546

-1 -,-----------------------------,

I Depth : 20 ft I

•• 0"-,

o

Q)'"0E1'2~

;;8"2 ~ i.~(;l§oZ


Source, ; .....•.......................................... [Borehole CHB-3] .

Receiver 2 (Vertical)[Borehole CHB-1] ..

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.lO Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 20 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 502 of 546

-1 ----.----------------------------,


... ~ ...


\i

Source""" [Borehole CHB-3] .

'.'

, ', ', ', ', '""

•· .

2

o

3--1....L.J....L...L...L..J.....L...I.....L...JL....I-L...L...l-L...L..J.....L...L...L.J....L...L...L..J.....L...I.....L...J....L-L...L...l-L...L..J.....L...L...L.J....L...L...L..J.....L...I.....L...J....L-L....L..J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050

Time, sec

Figure D.II Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 22 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-I and CHB-2


of 86

Page 503 of 546

-1 --,-------------------------------,

IDepth: 24 ft I - Upward Impact00000 Downward Impact

o oj

,., "

· '· '· '· ', ., ', '.'""".;



Receiver 2 (Vertical) ,[Borehole CHB-1] , '.'.""If' \.' ~ ..." ,..\i ...

2

Q)'""0.Bc~~'""0

Q)

.~036....oZ

3--'-..1..J...L..L.JL...L.J...J....L..1..J...L..L.JL...L.J...J....L..L..L..L..L.J....L...I.....L...L...L..L..L...L.J...J....L..1..J...L..L.JL...L.J...J....L..L..L..L..L.J....L...I.....L...L...L..L..L.J....L..J....L..L...L..l

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



of 86

Page 504 of 546

-1 --.----------------------------,

o

IDepth : 26 ft I

...~ .. .. .. .... .. .... .

· .· .·..:

- Upward Impact.... - Downward Impact

Source_ [Borehole CHB-3] .


2 .... -, ., .....".. ...,,,,,, Receiver 2 (Vertical) ...

[Borehole CHB-1] . .'-;,.. ",' .... .....'"....

0.000 0.005 0.010 0.D15 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure D.l3 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 26 ft; Source Borehole CHB-3 and Receiver Boreho]es CHB-l and CHB-2

Analvzed by ; Mt""fte. j'v#:Ch(\c'ked by : ~?71-'~~itDate :t- 06-


of 86

Page 505 of 546

-1 -,--------------------------------,

IDepth : 28 ft I - Upward Impact... -. Downward Impact

'-" '-/..............


,,',

Source[Borehole CHB-3]4< - .. ~ • - " - - _ ..

2

o

3---1.....L..1...L..I...J:...L..L....L...L...L..1...L..I...J....L..l...L.LLLlLLl....L..l...L..1...L..I...JLLl....L...L...L..1...L..I...J:...L..L....L...L..LLLLl....L..l...L.LLLlLLl....L...L...L..L..I

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analyzed by ; _.j~1!""};.,_~._Ic:.';:~

Checked by : ;t:tZ S~i:Date ; 0 :2. ~ 0 6 - 2-tJOt(;;


of 86

Page 506 of 546

-1 ---,-------------------------------,


, ,.,,"


:V! Vi :\}:.' " .. , " .:: .: :::: .,. ...\:

~ :".:


."..../ ..y.:··V····~ ... ·y.·····.. ··

.;~

. Sou~e,'. . [Borehole CHB-3]

...:.....

: ~, ': :, '

?

INo identifiable S-Wave ArrivalV

, ., ,

\/(

••........ - .. .

. ., ,, .'."

.J

\·.,·r·'..·~·\··· ....••..·.·,,\..·..,·..•....'f.....··j.t..... '.2

o

3-L..L.L.L.W....L.L..L.L.L..L..JU-l....L.L..L.L.L.LJU-l.J....L..J....1....L.LJ....L.L..L.L..L.L.L.W....L.L..L.LJ...J....JU-l.J....L..J....1....L.LJ....L.L.J....L..J....J....I

0.000 0.005 0,010 0.015 0,020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



of 86

Page 507 of 546

-1 -,------------------------------,



v,! Vi :\}'~: : ~:., . '"., ,. t-o' •• ','\,.: ...

-"


'" /'''V .··V···.v:..y ... .... \.: .......

. Soo~./ [Borehole CHB-3]

..,o' .... ,.

, ,, ,

~ i""::(

?

INo identifiable S-Wave ArrivaiV

••..................

\.J"( ~••, \'o#., "f..\o j., '\ ,:"~.~. '.

.....~

o .. t

2

Q)'"0B.~

;;S'"0Q)

.~""2§oZ

0.000 0.005 0.010 0.D15 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



of 86

Page 508 of 546

-1 ---,-------------------------------,



, Receiver 2 (Vertical) ,\ [Borehole CHB-1] .I',f V'/ V·! V,l ViV '.: s.~

Source............ _ [Borehole CHB-3] -.

. '. ': :.'"

.j

", ,, ,, ,, ,, ,

..............~

o

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure 0.17 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depthof 34 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-1 and CHB-2


of 86

Page 509 of 546

-1 --.----------------------------,


.. , ..r...........,.- !

..... ,'"\ .... ,'... " : .. :.... ...


Receiver 2 (Vertical)[Borehole CHB-1] .,

" t'.:

.. ': Source... '........ ,' [Borehole CHB-3] .

... ',.'"

:",, ., .. ', .. :

..\ j ~.'..1.

..........~ ..,..-.'I' ..,.. , ~ .

.. t

•.....................

· .· .·.·.....

o

2

3--'-.L...L...L.I....1...L..L...L..L..L...L...JL.I....1...L..L...L..L.L..L..I....L..L..J-L.L...L...L..L..I...L..L..J-L.L...L...L.I....1...L..L...L..L..L...L...JL...L.L..J-L...L..L.L..L..I....L..L..J-L.L.W

0.000 0.005 0.010 0.D15 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analvzed by : Mt.., ft.,e., }"v,*,Ch(~c'ked b; :'?71~i:Date :t - 0 6 - UJ{)~


of 86

Page 510 of 546

-1 -r--------------------------------,

o

2

IDepth : 38 ft I

............ -. ..... ...\!

................................. '......\j


Source... ~ .... " .. "" ........ -........ ---.. [Borehole CHB-3] ..... -


. ' - ..

: Receiver 2 (Vertical). [Borehole CHB-1] .

.... v

3--L...L...L..1....L..J....L..I....L..I....L...L..L..J....l....L..I....L..I..J....I..JL..J....l....L...1...L..L.1....L..J....L..I....L..I....L...L..L..J....l....L..I....L..I....L...L..L..J....l....L...1...L..L.J....I..JL...L.J.....L...1....L...L.J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analyzed by : __ MrY1J~ .. Z~F~Checked by: £ d ~itDate CJ J- ~ 0 6 - :2!Joep


of 86

Page 511 of 546

APPENDIXE

Compression-Wave Travel Time Records from Crosshole Seismic TestingBetween Source Borehole CHB-3 and



of 86

Page 512 of 546

-4

-2 Trigger 1-- Downward Impact 1

0

2

4

6

8

10

12

14

16¢:< 18,..q....

200..<l.l

Q22

24

26

28

30

32

34

36

38

40

42

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.l Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-3 and Receiver Borehole CHB-2; Full Record Length and6- to 38-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)


Analyzed by :

Checked by :

Date oJ.. - 0 6 - 2-Ootb

of 86

Page 513 of 546

I --Downward ImpactITrigger-4---..-------------------------------,-2

o2

4

6l..~---.

8

10 --;.....;...---...12 -,.....l-__-"II('

14 -+-r----4II·/1

16 """1-...!-_-~

18-+~--""

20 -+...;---..tf.

22 ---t-~.....,..,..~

24 ~--VV-"'''''''''''''''''I'

26-+~--.Jili

2830 ---L.JI'_"-"'"

32 ----r->-----~

3436 ---\...J-,.".-----tj

38 -1--<----...

40

42

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.2 Waterfall Plot of Shear-Wave Travel Time Records for Measurements BetweenSource Borehole CHB-3 and Receiver Borehole CHB-l; Full Record Length and6- to 38-ft Depth Range (Note: Arrivals Picked on Individually Expanded Records)

Analyzed by :

Checked by :

Date

M:..,JN.. }r/I1'}:

£g~oJ.. - 0 6 - 2-Oo'b


of 86

Page 514 of 546

-1 ---.-----------------------------,

o


Source/'v-~--""" I[Borehole CHB-3]

2



3-L..L..L..JL...I....L...L..1....L.J....L..L..JL...I....L...L..1....L.J...L..I...J-L...I....L...L...L..L..L...I....L...L..1....L.J....L..L..JL...I....L...L..1....L.J...L..I...J-L...I....L...L..L..1...L..I...J-L...I....L...L.J...J....J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure £.3 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of6 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 515 of 546

-1 -,-----------------------------,




Receiver 2 (Horizontal)[Borehole CHB-1]2

3---LL.l...Ju....L...L.L..L..l..L.l...Ju....L...L.L..L..l..L.I...J....L.I...L..L.LLLW...L.L..L..l..L.l...Ju....L...L.L..L..l..L.I...J....L.I...L..L.LLLW...L.L..L..LJ...L.J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure EA Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of8 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 516 of 546

-1 -,-----------------------------

o

IDepth : 10ft I 1- Downward ImpactI



2Receiver 2 (Horizontal)

[Borehole CHB-1]

3--'-..L..I.-.L..W-LJ....L..1-..L..I.-L.J.....l-LJ....I....L..J...J....L.J.....l...L...l....I....L...L..W-LJ....L..1-..L..I.-L.J.....l-LJ....L..1-..L..I.-L.J.....l...L...l....I....L...L..J....J-LJ....L...l...LW

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.5 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of10 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 517 of 546

-1 -,--------------------------------,


o

•




[Borehole CHB-1]v

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure £.6 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of12 £1; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 518 of 546

-1 -,-----------------------------,

o


Source"-------------1 [Borehole CHB-3]

Receiver 1 (Horizontal)[Borehole CHB-2j


[Borehole CHB-1]v v

0.000 0.005 0.010 0.D15 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.7 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of14 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-1 and CHB-2

Analvzed by ; ;!1f..,Jr,e. }/'ff:-Chec'k¢d try :-;t~··sk~

Date t - 0 6 - 2-tJOIf:>


of 86

Page 519 of 546

-1 --.---------------------------~

o



•Receiver 1 (Horizontal)

[Borehole CHB-2]


[Borehole CHB-1]v v v

3--L.LLLLJu..J.....LL.LLLLJu..J.....LLLLLLJ....L.L.LLLLJu..J.....LL.LLLLJu..J.....LLLLLLJ....L.L.LLLLJu..J.....LL.Ll...I

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



of 86

Page 520 of 546

-1 --,------------------------------,


o Source'-'-~----------------I[Borehole CHB-3]


2 •Receiver 2 (Horizontal)

[Borehole CHB-1]

3---L...J....L..1....L..J-l-L..L..L..J....L..L...L..I-L..I....l...l-1....L..J-l-L..L..L..J....L..1....L..J-l-L..L..L..J....L..L...L..I-L..I....l...l-.L..I-L...L..I-L..I....l...l-1....L..J-l-L..L..L..J-W

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



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Page 521 of 546

-1 --r------------------------------,

o





3--1...L..I-L..L..I-L..I....L..J..J....L..JL...I....l..J...J...l....L.J....L..JL...I....l..J...J....L..L.L..L..I-L..I....L..J..J.....L...L..L..I..J...J.....L..J..J....L..JL...I....l..J...J....L..L.L..L..I-L..I...J....l...I....I...J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.l 0 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of20 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-1 and CHB-2


of 86

Page 522 of 546

-1 -...-----------------------------,

o

2

IDepth : 22 ft I

•

1- Downward Impactl



3-..l.....L...L..L.L.l....L..1...L..I....L...L..L.L.l...J...J....L..I...L..L..JL...L.J...J...L..I.-I-.L..L..JL...L.J...L.J....L...L..L.L.l...J...J....L..I...L..L..JL...L.J....J...J....I.-I-.L..L..JL...L.J...L.J...L..L.J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.1l Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of22 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2


of 86

Page 523 of 546

-1 -,------------------------------,


o Source.--../-..".........----------1[Borehole CHB-3]



[Borehole CHB-1]

3-..L..L..l-W-J-'-'-...L..L...L...L.JL...L..l...L-l-..J....l...LWL...L..l...L-l-.J......L..LW-'-'-.J....L.J.....L..L...L..l...L-l-...L..L..LWL...L..l...L-l-..J....l...LWL...L..l.J....L..J...J...J

0.000 0.005 0.010 0.Ql5 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



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Page 524 of 546

-1 -,------------------------------,

IDepth: 26 ft I 1- Downward Impactl



[Borehole CHB-1]v- v ~v-

3--L...L..l...L..W...L-I..J..-L..L..l...L..W...L-I....L..L..l-L..JL...L.J...I....l....L..J...L..WL...L.J..J..-L..L..l...L..W...L-I....L..L..l-L..JL...L.J...I....l....L..J....I...L..JL...L.J...I....l....L..L.J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



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Page 525 of 546

-1 -,-----------------------------,

o

2


Source'-------------1[Borehole CHB-3]


0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analyzed by : Mit-) ]re. JI/~

Chec~ed by :-~:gSk~Date : O:J,. - 0 ,5 - UClf(;;


of 86

Page 526 of 546

-1 -,-----------------------------,

o

2

I Depth : 30 ft I

•

1- Downward Impactl




3--l....l.....Ll...1.-l...L..L..J.....L..L..LJl...1.-l...L..L.L..Al..L..LlJ....LJ.L...1.IL...IL.L..l...1.-l...L..L..J.....L...l.....Ll...1.-l...L..L..J.....L..L..LJu....L..J...J....l.....LI....L.J...L..L..J...J...I....L.J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure £.15 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of30 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-l and CHB-2

Analyzed by ; __Jljt0 JA<:.....Zt::'!J::__Checked by : ~tl ~'f:itDate 0 t - 0 6 J-rJol'b


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Page 527 of 546

-1 -,----------------------------,

o

I Depth : 32 ft I

•

1- Downward ImpactI

Sourcevv---...r---./-~--------I[Borehole CHB-3]



0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



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Page 528 of 546

-1 -...------------------------------,


o Source'--~_------------I[BOrehOleCHB-3]

•Receiver 1 (Horizontal)

[Borehole CHB-2]v-vvv vvv


3--'-J....L..W-I-L..L..L..L.J....L..W-I-L..L..L..L..L..L...Ju...J...L.L...L.J....L..L...J-L..L..L.LJ....L..W-I-L..L..L..L..L..L...Ju...J...L.L...L.J....L..L...Ju...J...L.L.L..J...J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec

Figure E.17 Individual Crosshole Record of Trigger and 3-Component Receiver at a Depth of34 ft; Source Borehole CHB-3 and Receiver Boreholes CHB-I and CHB-2

Date

Analvzed bv ; Mtv, ft.,t. JVh'}-

Che;ked C: : -;;:-Zsir;Jcit)..- 06 - :M(Jrp


of 86

Page 529 of 546

-1 --.-----------------------------,

o

2



Receiver 1 (Horizontal)[Borehole CHB-2]'-/ V V

f\Receiver 2 (Horizontal)

[Borehole CHB-1]

3-..l...I....L..l...1..JL...L.J...J....1...I....L.LLJ...L..l...J....1..L.l.-Ll..J...L..l...I....L..l...1..JL...L.J...J....1...I....L.LLJL...L.J...J....1...I....L.LLJ...L..l.....L...I...L.l.-Ll..J...L..l...Ll...J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec


Analvzed by : M:...., fte., 5(/~

Che:ked by : -?7l--ShNDate 0 .1. ~ 0 b - MJO?/;;


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Page 530 of 546

-1 --r-----------------------------,


o Source~--....-......,--.------------I [Borehole CHB-3]

vReceiver 2 (Horizontal)

[Borehole CHB-1]

3--'-.L..Ll...W-L.J....L..L.L..Ll...W-L.J....L..L.L..L..JL...L.1..L.J...L..Ll...W-L.J....L..L.L..Ll...W-L.J....L..L.L..L..JL...L.1..L.J....l...L..L..L..JL...L.1..L.J...L.J....J

0.000 0.005 0.010 0.015 0.020 0.025 0.030 0.035 0.040 0.045 0.050 0.055 0.060

Time, sec



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Page 531 of 546

APPENDIXF

Calibration Procedures and Documentation


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Page 532 of 546

F.l Source/Receiver Calibration

The mechanical source and 3-D receivers were calibrated in the field to determine the time

between the triggering of the geophone or accelerometer on the source and the initiation of seismic

energy around the borehole casing. The delay time, or the calibration factor, is subtracted from the

direct time measured in the source-to-receiver tests.

The general in-field source and receiver calibration procedure is illustrated in Figure F.l.

The source is placed in a piece of casing, the same type used in the crosshole boreholes and a 3-D

receiver is securely pressed against the casing at the same elevation. The casing is approximately 3

ft (~1 m) long. The source is then impacted and the response of the trigger geophone or

accelerometer and the vertical and horizontal receiver geophones are simultaneously monitored on

the dynamic signal analyzer.

Two 3-D receivers were used in the crosshole testing. Calibration of the source and receiver

was performed in the field following the same procedure discussed above. The dynamic signal

analyzer was used to record the output signals.

Figure F.2 shows the records collected from this calibration procedure using the trigger

geophone and receiver. Figure F.2a shows the calibration time records for upward impacts and

Figure F.2b shows the calibration time records for downward impacts. In these figures, the top

record shows the output of the source trigger; the second record shows the output of the vertical

geophone, and the lower two records show the output of the two horizontal geophones. Results of

the calibration of the source and the receiver performed in the field are presented in Table F.l.


of 86

Page 533 of 546

118-1n. OoatedWire Rope

Source Acceleromet:er---tr.---.I

PVC Casing .~---""+;1

Locking Wedge ---...

Ground Surtace

~\

""',••--- RecordingEquipment

MeasuringTape

3~D

...-----Geophone

... Hose Clamp

........11I---- Hose Clamp

Figure F.l Illustration ofField Calibration of Seismic Source and Receivers Used in CrossholeTests.


of 86

Page 534 of 546

Trigger

<Il-0.2'c Receiver V'"ro:;:;;-0.§ Receiver HIcoEoz Receiver H2

• Denotes Arrival Time

13-D Receiver (Serial J.D.: UT-CH03)lj_ Upward Impact 1

0.000

Time,sec

(a)

0.005 0.010

Trigger

<Il-0.2 Receiver V'c'"ro:;:;;-0

Receiver HI<Il.!::!coE0 ReceiverH2z

13-D Receiver (Serial J.D.: UT-CH03) I1_ Downward Impactl

0.000

Time,sec

(b)

0.005 0.010

Figure F.2 Calibration Travel Time Records for Receiver UT2005-CH03 for CrossholeTesting; (a) calibration record for upward impact, (b) calibration record fordownward impact; Janunary 25, 2008


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Page 535 of 546

Table F.1 Source/Receiver Calibration Factors; Janunary 25, 2008

3-D Source Direction Geophone Calibration

Receiver Trigger of Impact Orientation Factor (ms)

Vertical -0.228

Up Horizontal 1 -0.274

Horizontal 2 -0.259UT2005-CH03 Geophone

Vertical -0.259

Down Horizontal 1 -0.289

Horizontal 2 -0.274


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Page 536 of 546

F.2 Dynamic Signal Analyzer Calibration

The Agilent 4-Channel Dynamic Signal Analyzer (Serial Number: MY41005676) was

calibrated for timing accuracy prior to crosshole seismic testing at the Vogtle test fill in December

2007. This calibration was performed on December 9,2007 using Wavetek Model FG2A function

generator (Serial Number: 912022, Calibration J.D. Number: M501399-1) and Wavetek Model

UCI0A Universal Counter (Serial Number: 812012, Calibration J.D. Number: M501399-2)

calibrated by Applied Technical Services (NIST traceable through May 18,2008). The calibration

was performed by inputting a square wave from the function generator into four channels of the

Agilent 4-Channel Dynamic Signal Analyzer and measuring the time duration between cycles.

This measured time duration was then compared with the expected time duration for the given input

frequency. Square waves with frequencies of5 Hz, 10 Hz, 50 Hz, 100 Hz and 500 Hz were used as

input, and the frequency span ofthe analyzer was set to the same value typically used in the field for

crosshole testing. Figures F.3 through F.7 show the waveforms recorded by four channels of the

Agilent 4-Channel Dynamic Signal Analyzer for input square waves with frequencies of 5 Hz, 10

Hz, 50 Hz, 100 Hz and 500 Hz. The results from square wave calibration are tabulated in Table F.2

for channels 1 through 4. These calibrations indicate that any differences in the timing

measurements of each channel are less than 0.01 ms, which is within the tolerance for this work.


of 86

Page 537 of 546

5---r--------------------------,IInput Frequency: 5 HzI

o

-5>Q)"0:::l

:t::::C0)C'Cl2

-10

-15

-20 -f--.-.,----,-r-r-...--.---,----,--.-.,----,-r-r-...--.---,-----,--.--\

0.000 0.200 0.400 0.600 0.800 1.000 1.200 1.400 1.600 1.800 2.000Tims, s

Figure F.3 Calibration Records for the Agilent 4-Channel Dynamic Signal Analyzer Channels1 through 4; 5 Hz Square Wave Input; December 09, 2007

Analyzed by : lit~"J:~ }iftlr:Checked by :.,,~I!.sfi!~tJ

Date 17.. -


of 86

Page 538 of 546

5-.-------------------------,IInput Frequency: lO HzI

o

-5>Q)

'"0:::J

:!:::C0>ctl

::2:-10

-15

hIChannelll

~

hIChannel 21

~hIChannel 31

~h

-20 -+---r----r---,-.--.----r--.---r---r---r----r---,-.--.----r--.---r---r---r--l

0.000 0.100 0.200 0.300 00400 0.500 0.600 0.700 0.800 0.900 1.000Tims, s

Figure FA Calibration Records for the Agilent 4-Channel Dynamic Signal Analyzer Channels1 through 4; 10 Hz Square Wave Input; December 09,2007


of 86

Page 539 of 546

5--.----------------------------.IInput Frequency: 50 Hzl

oh

IChannel II

-5 h> IChannel 21Q)"0::::l

:t::COl hen~

-10 !Channel31

-15 hIChannel 41

-20 -t---r---r---,-,--r-.--.----.--.--r---r---,-,--r-.--.----.--.--r-;

0.000 0.020 0.040 0.060 0.080 0.100 0.120 0.140 0.160 0.180 0.200Tims, s


Analyzed by:. M~.~~...] ttt1rChecked by :_.~/I-)l!!~


Date

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Page 540 of 546

5-.--------------------------,IInput Frequency: 100 HzI

oh

IChannel 11

~

-5

-10

hIChannel 21

~

hIChannel 31

~

-15 hIChannel 41

~

0.1000.0800.0600.0400.020

-20 -+------.---,---.,----,-----,----r--,----,---,-----I

0.000Tims, s


Analyzed by: . M~""~~_~JiA'J?=Checked by : ,.t::/lsfr;I!!:¢Date


of 86

Page 541 of 546

5 ......--------------------------,IInput Frequency: 500 Hzl

o

-5>Q)

""0::::l~

C0>etl~

-10

-15

-20 -+-_,_____r____r-r__~.,..._.,__,____._,_____r____r-r__~.,..._.,__,____._,____i

0.000 0.002 0.004 0.006 0.008 0.010 0.012 0.014 0.016 0.018 0.020Tims, s



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Page 542 of 546

Table F.2 Calibration Results of Time Domain (Agilent Dynamic Signal Analyzer)December 9,2007

Instrument 4 Channel Dynamic Signal AnalyzerAgilent, Serial No.: MY41005676

Equipement Used Wavetek Function GeneratorModel FG2A, Serial No. 912022NIST Traceable Calibration through 5/18/2008

Calibration Date 12/9/2007

Input Square Wave••Frequency 5 Hz

Channel No. Frequency Input Amplitude Expected "t Measured "tHz V ms ms

1 5 3 200 1992 5 3 200 1993 5 3 200 1994 5 3 200 199

Input Square WaveFrequency 10 Hz


1 10 3 100 1002 10 3 100 1003 10 3 100 1004 10 3 100 100

Input Square Wave....

Frequency 50 Hz


1 50 3 20.0 20.12 50 3 20.0 20.13 50 3 20.0 20.14 50 3 20.0 20.1

Input 'Square WaveFrequency 100 Hz


1 100 3 10.0 10.02 100 3 10.0 10.03 100 3 10.0 10.04 100 3 10.0 10.0

Input Square WaveFrequency 500 Hz


1 500 3 2.00 2.002 500 3 2.00 2.003 500 3 2.00 2.004 500 3 2.00 2.00


of 86

Page 543 of 546

COLLEGE OF ENGINEERING

THE UNIVERSITY OF TEXAS AT AUSTIN

Department ofCivil, Architectural and Environmental Engineering • EC] 4.21 University Station C1700 • Austin, Texas 78712-0273 • (512) 471-4921 • FAX (512) 471-0592

20 March 2008

Mr. Wm. Allen LancasterMACTEC Engineering and Consulting, Inc.396 Plasters AvenueAtlanta, Georgia 30324

RE: Field Crosshole Data ReportDCN: GR08-07Revision 0, February 22, 2008Vogtle Units 3 & 4 ProjectMACTEC Project No. 6141060286

Dear Mr. Lancaster:

The University of Texas at Austin/Kenneth H. Stokoe, II, Ph.D. issued theField Crosshole Data Report, DCN GR08-07 for inclusion as Attachment Eto MACTEC Engineering and Testing, Inc's Data Report, Vogtle Units 3 & 4Engineered Fill Below Grade Test Pad Phase 1.

The Field Crosshole Data Report was prepared by and reviewed by Min JaeJung and Kenneth H. Stokoe, II. During preparation of the report in MSWord format, electronic copies of signature blocks were placed on 71 of the86 pages of the report to document the analysis and review of the data onthe individual pages. Three separate electronic signature blocks were usedin the report as follows:

Analyzed by: tt1:"')lIt.m .lrftlt//" ,~J. ~

Checked by: XI g~Date : 0 '2 - 0 6- ).()Ott>

Analyzed by :

Checked by :

Date

M(~J4( JlAl(:;e:Ii S/y!!!f01' ~7,. ')bIJ~

Analyzed by : M" Joe, Jl#I'(Checked by: J!IIs/tJ£r.JDate lA' /'). , j.{}OZ

The signature block dated 02-06-2008 was placed on 63 pages, the blockdated 01-25-2008 was placed on two pages and the block dated 12-12-2007was place on six pages of the report.

Page 544 of 546

This letter is written to certify that all data contained in DeN GROB-07 hasbeen analyzed by Min Jae Jung and checked by Kenneth H, Stokoe, II. Theelectronic data stamps placed into the report are true representations of thedocumentation of the analysis and review of the data contained in thisreport~

Kenneth H. Stokoe, II, Ph. OJ P.E.Jennie C. and Milton T. Graves Chair

In Engineering

Please let us know if you have questions.

I!I!S/o~,Sincerely,

KHS:ttb

page 2

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