ASCE will be sunsetting the Civil Engineering Database (CEDB) in the coming months. We encourage you to start using the ASCE Library to perform content searches. In the ASCE Library, you can save your search results as well as receive email content alerts when new content relevant to your area of interest is published. Try it out today at https://ascelibrary.org.

 

Pressuremeter Tests and Shoring Wall Design

by 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 | Finite element method | Measuring instruments | Soil tests | Retaining structures | Elastic analysis | Building design | Washington | United States | Seattle

Services: Buy this book/Buy this article

 

Return to search