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.

 

Numerical Analysis of Two Embankment Foundations

by Edward Kavazanjian, Jr., Terman Engineering Cent, Stanford, CA, USA,
Patrick H. Poepsel, Terman Engineering Cent, Stanford, CA, USA,



Document Type: Proceeding Paper

Part of: Sedimentation Consolidation Models?Predictions and Validation

Abstract:

Two case histories of the performance of a compressible embankment foundation are analyzed using the Cam-Clay constitutive model and a finite element consolidation program. The I-95 highway embankment test section and the East Atchafalaya Basin flood control levee test section were chosen for analysis. Performance criteria evaluated include the magnitude and rate of horizontal and vertical displacements and the generation and dissipation of excess pore pressures. The major discrepancy between observed and predicted results is underprediction of lateral deformations in the softer, normally consolidated soils and consequent underprediction of vertical centerline settlement.

Subject Headings: Consolidated soils | Soil settlement | Soil deformation | Permeability (soil) | Foundation settlement | Case studies | Soil analysis

Services: Buy this book/Buy this article

 

Return to search