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

Life Safety Risk Criteria in Seismic Decisions

Integration of Watershed and Ecological Site Land Classification Scales Using GIS Technology
Advanced analysis of hydrologic processes for use in natural resource simulation models and related applications including rangeland health assessments can be facilitated by the integration...

Better BMP Practices
A study of the professional literature indicates that the meaning of the term BMP, literally signifying a Best Management Practice, has diverged, depending on the professional field. Use...

Finding a Better Cover
An ongoing field test at Sandia National Laboratories, in Albuquerque, New Mexico, compares a basic soil and a compacted clay landfill cover currently prescribed by Environmental Protection...

Diametral Compression Tests for the Determination of Shotcrete Anisotropic Elastic Constants

Early Age Properties of Shotcrete

Finite Element Analysis of Reinforced Concrete in Bridge Seismic Design Practice

Finite Element Analysis of RC Beam-Column Bridge Connections

Shear-Flexure Interaction Seismic Analysis and Design

Compressive Fracture Energy and Fracture Zone Length of Concrete

Behavior of Cyclically Loaded Shear Walls

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...

Ancient Concept, Modern Context
For several centuries, Bibliotheca Alexandrina was the cultural center of the Western world. It was built by the heirs of Alexander the Great some 2,400 years ago and burned, some say...

Surface and Deep Vibratory Compaction of Sand

A 2D Approach to the Evaluation of the 3D Effects of Landslide Stabilization Using Piles

Drilled Shafts in the Virginia Piedmont

Micropiles in Karst: A Case History of Difficulties and Success

Lateral Loading & Seismic Response of CIDH Pile Supported Bridge Structures

Use of Piles and Deep Well Pumping in Slide Stabilization

 

 

 

 

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