Long-Term Performance of Drilled Shaft Retaining Walls: Assessment of Existing Walls
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2012-08-01
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Abstract:This report provides assessment from information and analysis for three drilled shaft walls in service in Houston, Texas. The three walls have been in service for 14, 9 and 2 years, respectively, and have cantilevered heights ranging from 5 to 23 feet. A field inspection of each wall revealed no obvious signs of significant distress. Based on L-Pile analyses, earth pressures greater than a linear increase of 80 psf/ft would likely be required to produce significant distress that could be readily observed in these walls.
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Main Document Checksum:urn:sha-512:4778bc859c6acf50fda04221731ebddb21a3372aed5d5b75742223770aadfc4e5d40269324011c84dec45ef8c08e8a3760c4c4ae1243883bd0d28016d001a622
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