Density Tests above Zero Air Voids Line
(Originally published in
Estimating Slope Stability Reduction due to Rain Infiltration Mounding
(Originally published in
On the Erodibility of Rock and Other Earth Materials
Sand Size and Fill Geometry Effects on Longshore Transport at a Nourished Beach
Use of Stable Isotopes for Tracking an Aragonite Beach Fill
Construction Control for Earth and Rockfill Dams
Technical Engineering and Design Guides, as adapted from the U.S. Army Corps of Engineers, No. 27 This manual provides critical guidance for constructors...
Sediment Bypass System for Grove Dam, Nebraska
Seismic Deformation Analysis of the Upper San Fernando Dam Under the 1971 San Fernando Earthquake
Sensitivity of Earth Dam Seismic Response to Ground Motion Coherency
Stability Analysis of the Fill Embankment Damaged by Recent Two Major Earthquakes in Hokkaido, Japan
Seismic Ground Motion Studies for Assessing Failure Probability of an Earth Dam
Calculation of the Seismic Risk of an Earth Dam Susceptible to Liquefaction
Evaluation of Wood Chip Fill on MN TH 53
Deformability Parameters of Shredded Tire Lightweight Fills
Tire Shreds as Lightweight Fill for Embankments and Retaining Walls
Use of tire shreds in three highway projects is described. In the first project, tire shreds were used as a compressible inclusion to reduce pressures on a rigid frame bridge. Earth pressures...
Role of Constituents on the Behavior of Flowable Fly Ash Fill
Flowable fills are increasingly used as backfill materials for pipes and retaining structures because of ease of placement and performance of the solidified material. But the role of its...
The Safe Disposal of Fly Ash in Pavement or Earth Structures Not Requiring High Strength Materials
Highway agencies throughout the country face the challenge of safe disposal of various waste products in pavements and earth structures. Some of these waste products can be hazardous to...
Database on Beneficial Reuse of Foundry By-Products
This paper describes a database on beneficial reuse of foundry by-products that was assembled at the University of Wisconsin-Madison. The database was designed to identify (1) materials...
Carlsbad Opportunistic Beach Fill Program
Nonlinear Seismic Effective Stress: Dam-Foundation Interaction
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