Fundamental Aspects of Mechanical Behaviour of HS/HPC: The European Approach

Material Aspects of High Performance Concrete

Stability of Unreinforced Masonry (URM) Compression Members under Out-of-Plane Lateral Loads

Integrating Nondestructive Evaluation Tools for Timber Inspection

...And Back to Theory

Up against the Wall (available in Geoenvironmental special issue only)
A tight site in Portland, Oregon, bounded by existing roads and a light rail line and bordered by underground utilities, required project engineers to develop a new type of shoring wall...

Network Compression Using Genetic Algorithms

Selection of Cement-Based Grouts for Soil Treatment

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...

Measurement of Displacement Field by Matching Method and Observation of Strain Localization in Soft Rock

Image and Video Compression

On Solid Ground (Available only in the Geoenvironmental Special Issue)
On four transportation projects in Portland, Ore., soil nails and micropiles are used as alternatives to conventional earth-retention and foundation systems. The use of soil nails and...

Relationship of Rainfall Induced Erosion to Shear Strength and Compressive Strength

Compressive Strength of Steel Angles Connected by One Leg

Compression Tests of Double Angles with Variable Stitch Bolt Spacing

The Tensile Polyhedral Structural System

Fatigue Damage Detection on Concrete Under Compression Using Infrared Thermography

3D Compression of Circular Ice Floes: Comparing Experiments and Simulations

Circular Thin-Walled Tubes with High Strength Concrete Infill

 

 

 

 

Return to search