Verification of Dynamic Soil-Pile Interaction

Design of Pile Foundations in Liquefied Soils

Characteristic Percentile of Soil Strength for Dynamic Analyses

The Suitability of Spangler's Iowa Formula for Predicting Deflection in All Flexible Pipes

Interface Friction of a Soil–Fabric–Aggregate System

Slope Stability Strength Values for Potomac Group Clays

Pre-Instrumented Riverbank Slide

Characterization of Pavement Materials and Soils Using Gyratory Shear Test

Selection of Cement-Based Grouts for Soil Treatment

Paper Mill Sludge Landfill Cover Construction
A considerable amount of experience has been acquired from a number of completed paper mill sludge landfill covers within the United States. This paper focuses on practical guidelines...

Geotechnical Performance of a Highway Embankment Constructed Using Waste Foundry Sand
A highway embankment was constructed near Auburn, Indiana, using waste foundry sand (WFS) as a demonstration project for the Indiana Department of Transportation (INDOT). Laboratory testing...

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...

Crushed Hydrated Fly Ash as a Construction Aggregate
Hydrated fly ash (HFA) is being produced in Texas by first adding water to Class C fly ash and allowing it to hydrate in curing pits for several weeks. HFA typically attain unconfined...

Strength Gain of Organic Ground with Cement-Type Binders

Chemical Stabilization of Kaolinite by Electrochemical Injection

Bottom Shear Stress from Propeller Jets

Freeze-Thaw Effects on Boston Blue Clay

Replacing E' with the Constrained Modulus in Flexible Pipe Design

Effect of Flexural Stiffness on Static and Dynamic Behavior of Cantilever Retaining Walls





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