Wastewater

Component Vulnerability Modeling Issues for Analysis of Seismic Risks to Transportation Lifeline Systems

Life Safety Risk Criteria in Seismic Decisions

Seeking Criteria for the Natural Hazard Mitigation Investment Decision

Communicating Acceptable Risk Analysis - An Owner/Engineer's Perspective

Risks Posed by Pathogens in Drinking Water

Buffalo Cove Water Management Unit, Atchafalaya Basin, LA: A Case Study
The Atchafalaya Basin is a system undergoing change in topography and subsequently, hydraulics and hydrology. The U.S. Army Corps of Engineers funded and constructed an initial small-scale...

Out of the Way
The 0.9 mi (1.4 km) long Fort Washington Way was built in 1961 as a distributor for local downtown traffic. It quickly became a critical section of the region's Interstate...

From Competitors to Partners
Embracing a competitor as a business partner may be somewhat uncomfortable for small engineering firms—at least initially. There is natural concern about what a fellow team member—who...

Ties to Excellence
The new Exhibition Center London (ExCeL) on the north side of the Royal Victoria Dock in London is just one of many structures altering the Docklands' landscape. The roof...

Wastewater Trickling Filter Sinkhole Remediation with Limited Mobility Displacement Grouting

Ground Water Influence on Cutslope and Sidehill Embankment Constructions

Full-Scale Testing of Developed Hybrid Foundation

Coupled Three-Dimensional Analysis of the Slab Foundation for the Magnetic Levitation Tranportation System (TRANSRAPID) in Germany

Case History of Ground Improvement for Construction and Hydrotesting of a Large LNG Tank in Puerto Rico

Jet Grouting for Microtunneling and Shaft Construction in Highly Congested Utility Corridors

Lime Cement Columns for the Reconstruction of Interstate 15 in Salt Lake City, Utah

Embankment Construction in an Urban Environment: The Interstate 15 Experience

Design and Construction of a Jet-Grouted Excavation Support Wall in an Urban Environment

Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements

 

 

 

 

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