Photos by Tim Mote, ARUP engineering geologist.
March 13, 2011, ARUP.
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| Figure 1. Buckels steps. | Figure 2. Lateral spread. Exisitng utility trench is a zone of weakness. | ||
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| Figure 3. Liquefaction. Sand ejecta and buckled pavement bricks. | Figure 4. Photo of buckled light rail line. | ||
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| Figure 5. Down dropped step. | Figure 6. Lateral spread along Avon. | ||
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| Figure 7. Site near the Avon river. Lateral spread has deformed ground and damaged portico supports. | Figure 8. Piping around existing utility trench. | ||
