Pressuremeter Tests and Shoring Wall Designby W. Paul Grant, Shannon & Wilson Inc, Seattle, WA, USA,
John M. O. Hughes, Shannon & Wilson Inc, Seattle, WA, USA,
Document Type: Proceeding Paper
Part of: Use of In Situ Tests in Geotechnical Engineering
Abstract: Pressuremeter testing was used as an integral part in the design of the temporary tieback shoring wall for the Columbia Center office building in Seattle, Washington. Pressuremeter testing and finite element studies were performed for the shoring wall as the design of the wall was complicated by the 120-foot-deep basement excavation. This paper discusses a method for interpreting pressuremeter test results to provide more reliable values of elastic moduli.
Subject Headings: Shoring | Walls | Finite element method | Soil tests | Elastic analysis | Building design | Soil modulus | Tieback (geotechnical) | Washington | North America | United States | Seattle
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