A Deep Soil Mix Cutoff Wall at Lockington Dam, Ohio

Service Life Prediction, ASR Deterioration

Thermal Effects on Massive Concrete Pours

Undersealing of Portland Cement Concrete Pavements: Does it Work?

Hybrid Composite Beams: Analytical Modeling

Use of Recycled Tire Rubbers in Concrete

Small Diameter Fibers/Micro Fibers for Reinforcement of Thin Sheet Products

Resilient Modulus Test Protocol for Cement Stabilized Phosphogypsum

Control of Aging Processes in Wastepaper Fiber Reinforced Cement

Use of Synthetic Fibers for Reinforcement of Thin Sheet Cement Products

Tensile Fracture of Carbon Whisker Reinforced Cement Based Composites

Modeling of Fiber Pullout in Cement Based Composites Using an R-Curve Approach

Recycled Material

The Use of Type K Expansive Cement Concrete for New Construction and Rehabilitation of Concrete Bridge Decks

Cement Manufacture and Use
This book, Cement Manufacture and Use, consists of papers presented at an Engineering Foundation meeting held in Potosi, Missouri. These papers...

Fracture Mechanics Applied to Geotechnical Engineering
This proceedings, Fracture Mechanics Applied to Geotechnical Engineering, contains theoretical and experimental studies related to the formation,...

DSM Saves the Dam
The Miami Conservancy District built five flood control dams after the catastrophic flood of 1913 in Dayton, Ohio. Lockington Dam was one of these five hydraulic fill structures. The Ohio...

Shotcrete Tests at the Fish Ecca Tunnel
The Fish-Ecca Tunnel is situated in the Eastern Cape and forms part of the Lower Fish Irrigation Scheme. About 25% of the 5032 m tunnel had to be lined with shotcrete. Between February...

New Advances in Shotcrete Additives: The DELVO System
The DELVO system is a two component, nonchloride chemical system developed to control the dynamics of cement hydration. Concrete, treated with the DELVO system, can be kept in a plastic...

In Situ Testing Performed at Jackson Lake Dam
Jackson Lake Dam was rehabilitated from 1986 to 1988 to increase seismic stability. Final foundation improvements consisted of dynamic compaction and mixed inplace soil cement columns....

 

 

 

 

Return to search