Terrestrial laser scanning (TLS) is a method for rapidly collecting precise, 3D data on earthquake damage to geotechnical and structural systems. The document outlines TLS methods and provides three examples of its use after earthquakes: (1) documenting an embankment failure at Fujinuma Dam from the 2011 Tohoku earthquake, (2) capturing a small coastal landslide in Japan, and (3) analyzing soil-structure interaction and foundation settlement of buildings in Chile. The examples demonstrate how TLS allows detailed remote assessment, change detection, and cross-sectional analysis to better understand ground failures.
Overview talk about NASA's LCROSS Mission that provided an impact experiment to search for water within a permanently shadowed region at the lunar pole. Secondary payload, low cost, active risk management, successful. Mission ended Oct 9, 2009. The "impact" of the impact is rewriting science and exploration of our nearest neighbour.
Earthquake and its predictions. by engr. ghulam yasin taunsviShan Khan
Earthquakes occur where tectonic plates meet, called faults.
California lies on one of the most active faults in the world, the San Andreas Fault.
Methods for predicting earthquakes on these faults vary, none of them being 100% accurate.
Predictions are generally given for a time frame instead of an exact date
The dynamic loads mainly derive from earthquakes, operation of heavy machinery, blasts, and wave or wind forces, etc. Common soil dynamics topics include the determination of dynamic earth pressures, the analysis and design of foundations under dynamic loads and dynamic soil-structure interaction problems. In civil engineering, earthquakes are the most common phenomena from which dynamic loads affect structures.
Understanding the dynamic behavior of soils is critical to prevent any structural or ground failure under earthquake loads. The properties that are needed to be determined to evaluate the dynamic behavior of soil are the following:
Dynamic Young’s modulus (E) and dynamic shear modulus (G) and their variation with shear strain (typically referred to as Shear Modulus Reduction curves)
Damping ratio (ξ) and its variation with shear strain (typically referred to as material damping curves)
Poisson’s ratio (ν)
Other parameters related to liquefaction (e.g. cyclic shearing stress ratio and cyclic deformation)
Overview talk about NASA's LCROSS Mission that provided an impact experiment to search for water within a permanently shadowed region at the lunar pole. Secondary payload, low cost, active risk management, successful. Mission ended Oct 9, 2009. The "impact" of the impact is rewriting science and exploration of our nearest neighbour.
Earthquake and its predictions. by engr. ghulam yasin taunsviShan Khan
Earthquakes occur where tectonic plates meet, called faults.
California lies on one of the most active faults in the world, the San Andreas Fault.
Methods for predicting earthquakes on these faults vary, none of them being 100% accurate.
Predictions are generally given for a time frame instead of an exact date
The dynamic loads mainly derive from earthquakes, operation of heavy machinery, blasts, and wave or wind forces, etc. Common soil dynamics topics include the determination of dynamic earth pressures, the analysis and design of foundations under dynamic loads and dynamic soil-structure interaction problems. In civil engineering, earthquakes are the most common phenomena from which dynamic loads affect structures.
Understanding the dynamic behavior of soils is critical to prevent any structural or ground failure under earthquake loads. The properties that are needed to be determined to evaluate the dynamic behavior of soil are the following:
Dynamic Young’s modulus (E) and dynamic shear modulus (G) and their variation with shear strain (typically referred to as Shear Modulus Reduction curves)
Damping ratio (ξ) and its variation with shear strain (typically referred to as material damping curves)
Poisson’s ratio (ν)
Other parameters related to liquefaction (e.g. cyclic shearing stress ratio and cyclic deformation)
California Geological Survey – “Probabilistic Tsunami Modeling and Public Pol...
Terrestrial Laser Scanning (TLS) Method - Robert Kayen
1. Earthquake-Induced Ground Failures:
Terrestrial Laser Scanning (TLS) Method
Robert Kayen
US Geological Survey
Menlo Park. CA &
University California Los Angeles
Civil & Environmental Engineering
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
2. Acknowledgements to
Supporting Groups & Colleagues
EERI, Learning From Earthquakes (LFE)
GEER/NSF (Geotechnical Extreme-Event Reconnaissance)
Brian Collins, USGS
Michael Olsen, Oregon State University
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
3. Terrestrial Laser Scanning (TLS)
OUTLINE
•TLS Methods, Metrics, and Overcoming Limitations
•Example 1: Fujinuma Dam failure. Fukushima. Japan
Large Embankment Failure
(Tohoku M9.0 Earthquake 3.11.2011)
•Example 2: Hitachinaka Port Landslide. Ibaraki. Japan
Small slump in coastal sediment
(Tohoku M9.0 Earthquake 3.11.2011)
•Example 3. Condominio Los Presidentes. Concepcion, Chile
Soil-Structure interaction and permanent settlement
(Maule. M8.8 Earthquake. 2.27.2010) Laser Scanning (TLS) Method
Earthquake-Induced Ground Failures: Terrestrial
Robert Kayen, USGS & UCLA
4. EERI - Learning From Earthquakes ( LFE)
• EERI’s mission is to send multidisciplinary teams on
post-event reconnaissance:
1) Document damage from earthquakes.
2) Assess follow-up areas of research.
3) Preserve damage information as empirical
benchmarks for analytical methods.
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
5. Terrestrial Laser Scanning (TLS) major advance in the
reconnaissance approach of LFE:
• Promotes culture of safety through safe data collection
• Reconnaissance has very limited time window to document many
sites – TLS is fast.
• TLS allows remote data collection at sites where emergency
repair & cleanup efforts are underway
• Provides precise and abundant data-sets of damage
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
10. Typical Non-Reconnaissance
TLS Setup
RTK-DGPS Base
RTK-DGPS Rover
Photogrammetric
Camera
Laser
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Benchmark Robert Kayen, USGS & UCLA
11. s
Domestic Reconnaissance:
Specialized tools for overcoming
obstacles and shadow-casting objects
High-altitude (20 m) Terrestrial LIDAR
1) Downward view
2) Improved grazing angle USGS ‘Space Needle’
3) Improved range = H / tan Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Nisqually Delta. WA
Robert Kayen, USGS & UCLA
12. EERI & GEER Reconnaissance TLS Setup:
Bare essentials to capture the data
Basic reconnaissance-mode
data capture takes about 1-2
hours.
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
13. EXAMPLE 1: Fujinuma Dam
Failure. Fukushima Pref.
Japan.
Fujinuma Description
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
14. Pre-event dam
geometry based
on engineering
drawings.
Post-event dam
geometry based
on TLS imagery
(April. 5. 2011)
P
3/4/2013
a
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
g Robert Kayen, USGS & UCLA
15. Fujinuma Reservoir - Main
Dam Failure:
http://vimeo.com/29117030
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
16. Fujinuma Dam – Pre-failure contours and post-failure
imagery. ~8 meters of initial embankment failure and
8-10 meters of outflow cut-down.
Videos of Earthquake Damage:
https://vimeo.com/lidarmedialab
2 meter contours. View looking downstream from reservoir
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
17. EXAMPLE 2: Rotational slump at Hitachinaka Port.
Ibaraki Pref. Japan.
Hitachinaka
3/4/2013
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
18. Hitachinaka Port Landslide Video:
http://vimeo.com/28159536
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
20. Hitachinaka Port. Ibaraki. Japan
Change Map
Post-Event
Pre-Event
Settlement
Distribution
Function
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
21. Hitachinaka Port.
Ibaraki. Japan
Settlement
Distribution
Function
3/4/2013
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
22. Cross-section analysis of deformation
on any slice or orientation.
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
23. EXAMPLE 3. Condominio Los Presidentes. Liquefied building
foundations at two of the 8 Story Buildings, Concepcion, Chile, 2010
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
25. Condominios los Presidentes Video:
http://vimeo.com/28831740
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
26. Condominio Los Presidentes
Concepcion. Chile. JAN 2013
Still about 1.5° tilt for the
abandoned Riesco Building.
3/4/2013
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
28. Lessons learned from TLS in Post-Earthquake Studies
• TLS allows for safe data collection that preserves damage sites
virtually.
• TLS provides data to validate and calibrate numerical models
• For geotechnical and structural analysis, TLS provides more
information than can be used in current models
• TLS records vital context of surrounding terrain and objects
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
29. Earthquake-Induced Ground Failures:
Terrestrial Laser Scanning (TLS) Method
Robert Kayen
US Geological Survey
Menlo Park. CA
-
University California Los Angeles
Civil & Environmental Engineering
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA
30. Laser Laser
position 1 position 2
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Grand Canyon, AZ Robert Kayen, USGS & UCLA
31. Typical Reflector
Registration
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Grand Canyon, AZ Robert Kayen, USGS & UCLA
32. -Calibration Study at the
Los Angeles Reservoir
LIDAR-TS (Control)
Earthquake-Induced Ground Failures: Terrestrial Laser Scanning (TLS) Method
Robert Kayen, USGS & UCLA