Prevention of Materials-Related Distress in Concrete Pavements in Cold Regions

How to Make Concrete That Will Be Immune to the Effects of Freezing and Thawing

Phase and Material-Specific Construction Process Simulation Models

Behavior of the First Prototype and Full-Scale Models of PLPS Geosynthetic-Reinforced Soil Structure

Performance Testing of Erosion Control BMPs at The ErosionLab

Characterization of Pavement Materials and Soils Using Gyratory Shear Test

High Flow Reduction in Major Structures: Materials, Principles, and Case Histories

Selection of Cement-Based Grouts for Soil Treatment

Geotechnics of Industrial By-Products
Large volumes of industrial by-products are generated each year by U.S. industries, and most are landfilled as solid waste at considerable expense. However, many by-products have desirable...

Using Waste Foundry Sand for Hydraulic Barriers
Green sand is a mixture of uniformly graded fine silica sand, bentonite, and organic binders that is used to make molds for castings in gray-iron foundries. Large quantities of waste green...

Recycled Materials for Embankment Construction
Obtaining good quality soils at reasonable costs for use in embankment construction is becoming difficult and hence, attention is directed towards finding alternative materials. On the...

Utilization of Lagoon-Stored Lime in Embankment Construction
The maximum percentage of lime that can be mixed with a predetermined borrow material to build the proposed road embankment without adversely affecting the physical and mechanical properties...

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...

Compaction Characteristics of Contaminated Soils-Reuse as a Road Base Material
Contaminated soils generated from leaking underground storage tanks (USTs) sites are classified as solid waste or non-hazardous waste. Since petroleum contaminated soils are solid waste...

Performance of Granular vs. Geotextile Filters in Protecting Cohesionless Soils

Experimental and Analytical Modeling of Filtration in Granular Media

Laboratory Pipe Box Testing to Simulate Toe Drain Performance

Agricultural Drain Envelope Design and Laboratory Testing





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