Performance of Different Retention Systems in Similar Soilsby Safdar A. Gill, STS Consultants Inc, United States,
Abstract: Performance behaviour of three deep braced excavations in a similar soil profile, in the Chicago area is described. At each site, different bracing systems were utilized. Methods used for lateral pressure analysis are given. Measured strut loads are compared with design loads. Lateral movements observed at the various stages of construction are analyzed and compared with predicted movements.
Subject Headings: Retaining structures | Soil analysis | Shallow foundations | Excavation | Bracing | Load factors | Foundation construction | Lateral pressure | North America | Illinois | United States | Chicago
Services: Buy this book/Buy this article
Return to search