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Digital Photos and 3D Models for Documentation and Visualization of Failed Slopes

Jeffrey R. Keaton - AMEC E&I, Inc., Los Angeles, CA

John C. Mason - AMEC E&I, Inc., Knoxville, TN

Carl D. Tockstein - AMEC E&I, Inc., Knoxville, TN

Stanley L. Hite - AMEC E&I, Inc., Richmond, VA

Chattanooga, TNAugust 4, 2011

2Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Methods and imagesConventional and special aerial photos Aerial and ground-based laser scanningGround-based stereo photos Terrestrial photogrammetry For visualization For measurements (ShapeMetriX3D – 3GSM)Calibrated camera and lens

Limitations, of course

Documentation and Visualization

3Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Stereo Pairs of Aerial Photos

4Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Low-Sun Angle Illumination

5Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Aerial Lidar – Synthetic Low-Sun Illumination

Bluegill Landslide, Idaho

Data from Nancy GlennIdaho State University Department of Geology

6Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

3D Laser Scanning

Siefko Slob, ITCDelft, The Netherlands

Rock Slope in Spain(Optec Scanner)

7Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

3D Laser Scanning

Siefko Slob, ITCDelft, The Netherlands

Cluster Analysis using Matlab Script

8Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

3D Model for Visualization

9Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Terrestrial Photogrammetry - Parallax

D

B ≈ D5

D8to

10Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Stereo Pair with Range Pole

Range Pole

Right Image

Left Image

Bull's-eyeLevel

2.35 m

Azimuth (x,y,z)

Stereo Model

- Handheld camera- Calibrated digital

camera & lens- Range reference- Vertical reference- North reference- Spatial reference

11Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Range Pole and Ground Target

12Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Rock Structure Measured with ShapeMetriX3D

GEOTECHNICAL PARAMETERSPositions (X,Y,Z) [m, ft]Distances, lengths [m, ft]Areas [m2, ft2]Orientations from faces [°/°]Orientations from traces [°/°]Bridges between tracesFree grouping to setsSpacing, StereogramsExport directly into CAD, MS Excel

13Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Rock Structure Measured with ShapeMetriX3D

Geologist's mapping tool for assessing joint setsAccess difficulty eased and safety enhanced

14Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Stereographic Projection

15Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Basic Model – Detailed Model

Distinctive points (red) identified in this model become ...

Basic model normalized with range pole

16Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Basic Model – Detailed Model

Detailed model normalized with distinctive points from basic model

... reference pointsin this detailed model.

17Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Bedding Plane Roughness

Export modelsurface for usein other software(GIS, AutoCAD)

Use profile toolin ShapeMetriX3Dand export values

18Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Model Point Density

48,985 pts

543,746 pts

632,852 pts

19Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Bedding Plane Roughness

20Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Bedding Plane Roughness

142,362 points

21Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Bedding Plane Roughness

22Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Bedding Plane Roughness

JRC > 20

JRC = 15.5

Hoek, 2004

23Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Rock Block Dimensions Volume

24Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Rock Block Dimensions

25Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Slope Profile

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Slope Profile

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Westbound I-24 near Monteagle, TN

Model Gap

Rock Fall Release Area

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Westbound I-24 near Monteagle, TN

Model Gap

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Westbound I-24 near Monteagle, TN

Model Gap

Scale in Feet

Ele

vatio

n in

Fee

t

30Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Vertical Section from I-24 near Monteagle, TN

Stereo photos with calibrated camera Surveyed range pole & ground targets 3D model (ShapeMetriX3D) Vertical section tool (ShapeMetriX3D) Extract x,y data (comma-separated) Read data in spreadsheet (Excel) Plot to scale (1”=20’ in SigmaPlot) Time requirements (after field work) Build 3D model = 20 minutesMake vertical section = 15 secondsRead in Excel = 30 seconds Plot in SigmaPlot = 5 minutes

115-ft-high slope nearly

ready for CRSP

or Rocfall

31Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Stereo Model of 1959 Aerial Photos

Landslide terrain in Southern California

32Chattanooga, TN, Aug 4, 201111th Annual Technical Forum – Geohazards Impacting Transportation in the Appalachian Region

Limitations

What you see is what you can model Vegetation and other obstructions Blowing leaves and dust; snowHigh-contrast patchy sun and shadowDraped wire mesh in sun with rock in shadow

Accuracy depends on the number of pixels in an areaOblique view angle gives nonlinear range of accuracy Small features must be close to the camera

The software works with pixel clustersUniform surfaces, like painted walls, have non-unique pixels

Digital Photos and 3D Models for Documentation and Visualization of Failed Slopes

Jeffrey R. Keaton - AMEC E&I, Inc., Los Angeles, CA

John C. Mason - AMEC E&I, Inc., Knoxville, TN

Carl D. Tockstein - AMEC E&I, Inc., Knoxville, TN

Stanley L. Hite - AMEC E&I, Inc., Richmond, VA

Chattanooga, TNAugust 4, 2011

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