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Geophysical Case studies From Texas 1

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Page 1: Geophysical Case studies From  · PDF fileprocesses using the methods of physics. ... 2008 October 28, 2008. Water ... Gate to the Pool. Main Barton. 74. L3 L2. L4 L4 L5 L6

Geophysical Case studies From Texas

1

Page 2: Geophysical Case studies From  · PDF fileprocesses using the methods of physics. ... 2008 October 28, 2008. Water ... Gate to the Pool. Main Barton. 74. L3 L2. L4 L4 L5 L6

PRESENTATION OUTLINE

Active Growth Faults in Metropolitan Houston1. Hockley2. Tomball3. Long Point4. Pearland

Foundation Case Studies

Karst Geophysics in Austin: Cave, Conduit and Fault Mapping

Conclusions

2

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Definitions of Geophysics

Geophysics is the study of earth materials and processes using the methods of physics.

It is, in general, a non-invasive and relatively inexpensive technology that provides unique constrains which are NOT obtainable using traditional engineering geology for site characterization.

REMINDER: Geophysics is just another

3

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Definitions of Geophyicist

Geophysicist: One who studies and applies geophysics to the solution of geological, environmental and geotechnical problems.

Alternative Definition of a Geophysicist from Google: A slightly below average classical physicist, a slightly below average geologist, a slightly below average engineer.!!

4

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Resistivity Method

)

-High-resolution image of shallow subsurface

-Targets: bedrock vs. faults, voids, internal stratigraphy

Depth Exploration: ¼ of profile length 5

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N SEXAMPLEs OF RESISTIVITY IMAGING PROFILE WITHOUT AND WITH “ANOMALY”

Limestone

Marl

6

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• Utilizes the earth’s natural-electric field at the ground surface to detect and map groundwater pathways and geologic features, such as faults, fractures, conduits, caves

• Movement of water• Target: Seepage, Voids

Natural-Potential Method (NP)

7

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mV

8

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Long-Line Method

Gradient method

Natural-Potential Method (NP), cont.

9

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How GPR Does Work?

10

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Tomball

LPF-1

LPF-2

Pearland

Lidar elevation map showing major Houston Faults11

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12

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Figure 1a

A schematic cross-section of a growth fault

13

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14

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N

Up Down

MAIN HOCKLEY FAULT AT HWY. 290

15

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Shopping Mall being built

Highway 290-East Bound

UP

Down

L116

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Union Pacific Railroad

Westbound 290

L6

L5

L4

L1

L2

L3

FAULT

Eastbound 290

100 200 300 400 500 600

FAULT SCARP

Patched Asphalt

N

L7

FAULT SCARP

U D

2005 field mapping with resistivity survey locations

(A GPR profile is taken along Line 1)

17

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L1 Profile

W E

L2 Profile

Major Crack Location

Resistivity profiles at Hockley Fault

Fault Scarp

18

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NW SE

L5 Profile

L6 Profile

Sand

Sand

Sand

Clay/Silty Sand

Silt/SiltySand

Silt/Silty Sand

Resistivity Profiles Across the Main Hockley Fault

19

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Fault Scarp

Sand

Silt/Silty Sand

NW SE

NW SE

Resistivity profile across the Main Hockley Fault

20

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150 155 160 165 170 175 FtNW SE

Fault Scarp

Am

plitu

de

Low

HighFt

GPR Profile across the fault scarp L1-This scarp did not have any resistivity anomaly. So it is NOT considered the main Hockley fault.

L1

21

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430 435 440 445 450 455 460 465 470 FtNW

SE

Ft

AmplitudeLow High

GPR Data Along Line 1 22

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Union Pacific Railroad

Westbound 290

L6

L5

L4

L1

L2

L3

Eastbound 290

100 200 300 400 500 600

FS Patched Asphalt

N

L7 U D

U D

U D

U D

U DFeet

FS

Location of Hockley fault determined by resistivity surveys

23

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Location of Fault Zone based on geophysics results

24

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August

2010April

2010

AB

Hockley Fault

Deformation

POSTSCRIPT TO GEOPHYSICAL SURVEYS

25

Page 26: Geophysical Case studies From  · PDF fileprocesses using the methods of physics. ... 2008 October 28, 2008. Water ... Gate to the Pool. Main Barton. 74. L3 L2. L4 L4 L5 L6

Main Hockley Fault and its minor fault along east feeder

Main Fault

Minor Fault

MALL

26

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C

D

Minor faults immediately to the west of the main fault along the wet feeder

27

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If you follow the main fault on the road towards the newly built building you will see the crack at thecorner of the building!

28

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LONG POINT FAULT AT MOOREHEAD STREET

29

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30

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NE SW

Observed Fault Location Driveway

SandClay

Clay

Resistivity imaging section across the LPF.

31

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DownUP

32

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A mansion is being built few houses west of Long Point Fault!

33

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Resistivity Line

Resistivity Line

HWY. 249

34

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DownUP

RL

A View of Tomball Fault at Demolished Beckondorf Middle School-View to East

35

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School West Entrance

N S125 Ft

Fault Zone

Major cracks and subsidence

CalicheSand

Resistivity imaging data across the Tomball Fault

36

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View looking SW

A BLIND TEST OF RESISTIVITY SURVEY OVER PEARLAND FAULT IN SE OF HOUSTON

37

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FAULT ZONESW NE

Resistivity Line 1

Resistivity Line 2

Borehole locations

SWNE

SandClay

Clay

Sand Clay

Clay

Silty Clay

Silty Clay

10 feet spacing

Resistivity imaging data across Pearland Fault 38

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Gamma Ray data overlaid on the resistivity profiles

39

Page 40: Geophysical Case studies From  · PDF fileprocesses using the methods of physics. ... 2008 October 28, 2008. Water ... Gate to the Pool. Main Barton. 74. L3 L2. L4 L4 L5 L6

Foundation problems explored via GPR in one of these houses in Spring, Texas

40

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25

10

18

1811

11

NEX-1

EX-2

EX-3

Decayed wood floor in the living room!41

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N

Concrete Patio

F/P

EXCAVATIONS

3D GPR survey line

Post-tension cables embedded in the concrete foundation

Living room with wood flooring

EX-1

EX-2

EX-3

GPR SURVEY DESIGN42

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N

DAISY

GPR survey with 1500 MHz antenna 43

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N

Low

High

Am

plit

ud

e Sc

ale

3D GPR DATA FROM 1500 MHz ANTENNA 44

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N

GPR SURVEY CART WITH 400 MHz Antenna 45

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Excavated Void

EX-2

EX-1

N

Low

High

Amplitude Scale

Figure 6

EX3

3D GPR DATA for 400 MHz Antenna: 3 ft depth slice 46

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EX-1

EX-2

N

EX-3

Low

High

Amplitude Scale

3D GPR Data for antenna 400 MHz: 5 Ft depth slice 47

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EX-3 Void

48

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October 8, 2008 October 28, 2008

Water depth is 4 inch

Water depth is one inch

Excavated void location based on the GPR data

49

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Houston: Bush Intercontinental Airport

Average Temp Departure Precipitation Departure

January 52.2° +0.4° 4.62" +0.94"

February 60.1° +4.7° 4.00" +1.02"

March 63.6° +1.3° 2.41" -0.95"

April 69.4° +0.9° 1.46" -2.14"

May 77.8° +2.0° 4.57" -0.58"

June 84.5° +3.2° 2.06" -3.29"

July 84.9° +1.3° 1.09" -2.09"

August 84.0° +0.7° 7.45" +3.62"

September 78.2° -0.7° 12.07" +7.74"

October 69.5° -0.9° 8.67" +4.17"

November 62.4° +1.5° 2.92" -1.27"

December 55.6° +1.9° 1.68" -2.01"

ANNUAL 71.5° +2.7° 53.00" +5.16"

2008 Annual Precipitation at Northwest Houston.

7.74 INCH

4.17 INCH

50

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FRENCH DRAINAGE INSTALLATION

51

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Foundation problems few miles away from The Alamo, San Antonio

52

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GPR Unit

Foundation Case Study

View to the NE

53

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BUILDING X

N

R1

R5

Air-conditioning unitR2

R3

R4STAIRS

Geophysical Profiles Around the Building

54

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GPR surveys around the building: Note the significant cracks

ACU

55

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Note the significant cracks

Stairs

56

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N S0 5 10 15 20 25 Ft

Poor quality GPR data due to the high conductivity of the soil

Poor quality GPR data due to the high conductivity of the soil

Ft

Ft

Two GPR Profiles

57

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Micro-resistivity survey along the building 58

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NW CornerAir-Conditioner

SW Corner

Void

Conductivity data-converted from the resistivity data

Line R1

59

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Resistivity survey along Line R3 60

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SW CornerNext to stairs

W E

SandClay

Clay

Subsidence

Conductivity profile along R3

61

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A view to the NW

Line 5

62

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B-2SE Corner NE Corner

Sand

Clay

Sand

Sharp Contact-Anomaly?

Conductivity profile along R5

63

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Using micro-resistivity surveys, we not only located a number of areas of granular soil where substantial amounts of moisture have accumulated. The resistivity data also indicated the presence of an abandoned sewer main under the building that was not known to be present at the time, but has been verified on old base maps.

GPR results did not yield any information.

RESULTS OF THE FOUNDATION STUDY

64

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4th largest spring system in Texas

Water temperature: 68°F (22°C)

Mean discharge: 53 cfs (1,500 lps) (105 acre-feet/day)

D

UUSGS Well

Where is all the water coming from into the Barton Springs Pool?!

65

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Geological Map of Barton Springs Pool

AB

DU

Parthenia Zenobia

Eliza

66

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Dye tracing as far as 13 miles away 67

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In the 1830s, William Barton owned the land, which included the three springs to which he gave his three daughters’ names: Parthenia, Eliza and Zenobia.

68

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• Utilizes the earth’s natural-electric field at the ground surface to detect and map groundwater pathways and geologic features, such as faults, fractures, conduits, caves

• Movement of water• Target: Seepage, Voids

Natural-Potential Method (NP)

69

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mV

70

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Eliza

Old Mill

Springs

Fault

NP

Locations of NP and Resistivity Profiles at Barton Springs

NP and Resistivity

N1

L2L3L4L5L6

L7 L8 L9 L10 L11

U D

71

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Endangered Salamanders of Barton Springs

72

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South Bank

North Bank

W E

Water main hole

mV

mV

Fault

NP Data at the Barton Springs Pool

Feet

Positive NP Anomaly

73

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Eliza

Old Mill

N

N1

NP Profiles Over Aerial View of Pool

Springs

Fault

Flow-path

NP profile data

Gate to the Pool

Main Barton

74

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L2L3

L4

L4L5

L6

Star Kitchen Tent

50-Ft

Pecan Trees

75

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W E

Resistivity Data

South Gate Line 2-Resistivity Data

Line 2-NP Data

Feet

mV

Clay-filled Cave ?

Clay layers

NP anomaly

76

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LINE 2

LINE 3

LINE 4

LINE 5

W E

Significant fracture or fault

77

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NP Data along Line 8 on a dry day

NP Data Line 8 after a big storm

Correlation of an NP anomaly taken along Line 8 on a dry day and on a day after a stormy rain

mV

78

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Extra Resistivity Line

79

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West EastSouth Gate

Resistivity Imaging Data

P E C A N T R E E S

80

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N

South Gate

3D Resistivity Data in the E-W Direction (view from north to south)

81

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Concluding Remarks

• We think we located number of conduits and caves in the Barton Springs area;

• We also think that we located a significant fracture or fault that appears to control the flow of the water into the pool.

Now, it is pool time!

82

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83

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FRONT YARD GEOPHYSICS IN AUSTIN

84

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NP line

Resistivity line

Road patches

1

2

34

5

R1

R2

1

Fixed Sinkholes

Location of Geophysical Lines85

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-1

-11-15

-13-18 -22-22

-15

-11-5

-3-5

3-5

-3

00

00

-4-6

-6-12

-16-16

-23

-12 -6-1 3

613

39102

4410

671096

1NP DataPoint

Natural Potential Survey Design

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Location of Resistivity Line R1

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RES ISTIVITY PROFILE R1

NP DATAmV

FEET

W E

Both data sets indicate no anomaly!88

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RESISTIVITY PROFILE R2

NP DATAmV

Feet

N S

Both data sets indicate significant anomalies!

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Q: Do karstic features represent a hazard to the Austin Community?

Q: What do you think?

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Q: Or do we represent a hazard to the KarsticCommunity?

Taken from 2010 NSS Journal with permission from Dr. George Veni

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Final Remarks-1

A key factor conducting a successful survey is toselect the proper geophysical methods for the site conditions. There is no one geophysical tool thatcan be considered the proverbial “silver bullet” whichcan uniquely locate, delineate, and characterizeall hazards. .

EGA

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Final Remarks-2

But clearly geophysics can play a role in advance in reducing the risk many hazards present to public safety and health.

Properly planned and executed, a geophysical survey can provide a wealth of information cost effectively that could NOT be obtained otherwise, such as drilling and/or surface sampling.

EGA

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EGA

Let’s remember: Geophysics is just another

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