Damage Assessment of the 2010 Chile Earthquake and Tsunami Using Terrestrial Laser Scanning

In the wake of the 2010 Chile earthquake and tsunami, a reconnaissance survey recorded earthquake and tsunami damage using terrestrial laser scanning (TLS), which is capable of detecting details that most traditional reconnaissance methods cannot. TLS enables precise measurements of structural deformations and damage (including shear cracking of concrete walls, concrete spalling, and damage of rebars), as well as soil deformations and damage (including erosion, scour, liquefaction, lateral spread, slope failure, and ground displacement). Advanced measurements such as minute structural rotations, spatial distribution of cracks, volumetric and positional change calculations can also be obtained. Herein, we present various types of detailed measurements and analyses using TLS data obtained at several sites that were damaged by the earthquake and/or tsunami in Concepción, Constitución, Dichato, and Talcahuano. Moreover, this high-resolution data has enabled a unique avenue for virtual, post-visit analysis, providing additional insights that were not readily observable during the field visit.

[1]  Michael J. Olsen,et al.  A Wave of New Information: LIDAR Investigations of the 2009 Samoan Tsunami , 2011 .

[2]  Yin Lu Young,et al.  Hydro- and morpho-dynamic modeling of breaking solitary waves over a fine sand beach. Part I: Experimental study , 2010 .

[3]  Kwok Fai Cheung,et al.  Shelf resonance and impact of near‐field tsunami generated by the 2010 Chile earthquake , 2011 .

[4]  Robert E. Kayen,et al.  Terrestrial-LIDAR Visualization of Surface and Structural Deformations of the 2004 Niigata Ken Chuetsu, Japan, Earthquake , 2006 .

[5]  Jonathan P. Stewart,et al.  Recent Advances in Terrestrial Lidar Applications in Geotechnical Earthquake Engineering , 2010 .

[6]  Yin Lu Young,et al.  Liquefaction potential of coastal slopes induced by solitary waves , 2009 .

[7]  Y. L. Young,et al.  Parametric study of breaking solitary wave induced liquefaction of coastal sandy slopes , 2010 .

[8]  Hermann M. Fritz,et al.  Field Survey of the 27 February 2010 Chile Tsunami , 2011 .

[9]  H. Ronald Riggs,et al.  Lessons from Hurricane Katrina Storm Surge on Bridges and Buildings , 2007 .

[10]  Kwok Fai Cheung,et al.  Depth‐integrated, non‐hydrostatic model for wave breaking and run‐up , 2009 .

[11]  Jack P. Moehle,et al.  "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY" , 2011 .

[12]  Y. L. Young,et al.  Time‐scale analysis in unsaturated porous media under external wave loads , 2010 .

[13]  Falko Kuester,et al.  Rapid Response to Seacliff Erosion in San Diego County, California Using Terrestrial LIDAR , 2008 .

[14]  Kwok Fai Cheung,et al.  Depth‐integrated, non‐hydrostatic model with grid nesting for tsunami generation, propagation, and run‐up , 2010 .