Pipeline Crossings 1996
This proceedings,
Cold Regions Engineering
The Cold Regions Infrastructure?An International Imperative for the 21st Century
This volume includes papers presented at the Eighth International Conference on Cold Regions Engineering?The Cold Regions Infrastructure: An International Imperative for the 21st Century....
Mapping History
Difficult, environmentally sensitive terrain combined with the fact that Canadian Western Natural Gas's new Banff pipeline will be laid in archaeologically rich ground posed a challenge...
Shrinkage Control in Acrylamide Grouts and Grouted Sands
New Materials and Methods for Insitu Rehabilitation of Underground Pipe
On Target: The Arrowhead East and West Tunnels
Two new water tunnels in Southern California will feature continuous impermeable linings, extensive probing and grouting, and unique seismic sections to minimize damage in fault zones...
Lessons From Kobe
On Jan. 17, Kobe, Japan became the first post-World War II, heavily populated, industrialized area to bear the full brunt of a high-magnitude earthquake. Engineers hope the resulting destruction...
Design and Construction of the Puddletown Booster Station
First Steps in Aqueduct Leak Risk Assessment
Recent Advances in Water Transmission and Distribution Pipe Materials and Design
Buckle Propagation and Arrest in Deep-Water Pipelines
Trenchless in San Diego
The Middletown Trunk Sewer is located near downtown San Diego. Sewage backups prompted a study, recommending construction of a larger replacement pipeline. The City of San Diego prepared...
A Capillary Network Model for Gas Migration in Engineered Barriers
Underground Pipeline Materials, Design, and Construction: What Have We Learned During 1985-1995? Where Do We Go From Here?
Support Spacing of Buried and Above-Ground Piping
Avoiding Pipeline Failures at Waterway Crossings Part 1: Secour Assessment Methods
Avoiding Pipeline Failures at Waterway Crossings Part 2: Scour Countermeasures
Criterion for Predicting Failure of Corroded Linepipe
Field Performance of PVC Water Mains Buried in Different Backfills
When Should PCCP With Interface Class IV Wire Be Replaced?
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