Embankments, Dams, and Slopes (EDS) Committee
Embankment, Dams, and Slopes (EDS) Technical Committee Performs Reconnaissance on Dam Failures
Embankments, Dams, and Slopes (EDS) Committee
News from the Embankment, Dams, and Slopes (EDS) Committee
Long-Term Performance Monitoring of a Hillside Retaining Wall
To accommodate expansion of the West Point Treatment Plant in Seattle, WA, a 3,000-ft-long soldier pile, tieback-anchored retaining wall was constructed from May 1991 to May 1992. An oblique...
Is There a Movement Toward Three-dimensional Slope Stability Analyses?
Over the past few years, interest in performing three-dimensional (3-D) slope stability analyses has surged. An increasing number of research papers on this topic are being published at...
Risk and Performance of a Rock Cut Slope
On the Evaluation of Static Soil Properties
Stabilizing Colorado's Rock Slopes by Gluing, Scanning, and Bolting
Avoiding Surprises in Slope Stability
Using Micropiles for Slope Stabilization
Electrokinetic Strengthening and Repair of Slopes
Design, Analysis, and Failures of Geosynthetically Reinforced Retaining Walls and Steep Soil Slopes Short Course
Art Museum Design Features Dramatic Slopes, 'Pleated' Facade
CoreBits: G-I News�Luke Elected to G-I Board; Caldwell Becomes ASCE President; GeoFlorida 2010; G-I President Delivers Hal Hunt Lecture; G-I Continuing Education Seminars; Instrumentation and Monitoring Bootcamp; 2009 Award Recipients; What do you Think?; New Slope Stability, Retaining Walls, and Foundations; What's Twitter All About?; How do I Follow the Twitter Feed?
CoreBits: Allied Organizations�Design, Analysis, and Failures of Geosynthetically Reinforced Retaining Walls and Steep Soil Slopes Short Course; New Search Tool to Find ASFE Case Histories
Slope Effect on House Shrink-Swell Movements
(Originally published in
Estimating Slope Stability Reduction due to Rain Infiltration Mounding
(Originally published in
Estimation of Curve Numbers for Concrete and Asphalt
All impervious surfaces are assigned a Curve Number (CN) of 98. However, no field or experimental evidence exists (to our knowledge) that shows why the impervious CN was assigned a value...
Book Review:
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