New Shear Stud Provisions for Composite Beam Design
The 2005 American Institute of Steel Construction (AISC) Specification for Structural Steel Buildings (AISC 2005) will contain significant changes to the shear connector provisions for...

In-Situ Bio-Restoration of Two Urban Waters in Taiwan

It's a Bug's Life — Enhanced In-Situ Bioremediation of Chlorinated Solvents in Groundwater

Guidelines for the Testing of Seismic Isolation and Energy Dissipating Devices
This report outlines the HITEC Technical Evaluation Plan for seismic isolation and energy dissipating systems. The plan is designed to characterize the fundamental properties and performance...

Side Resistance in Piles and Drilled Shafts (The Thirty-Fourth Karl Terzaghi Lecture)

Innovative Load Testing of Deep Foundations

Modeling Laterally Loaded ACIP Piles in Overconsolidated Clay

Review of Augered Pile Practice Outside the United States

Laboratory Modeling of Vibro-Driven Piles

Modelling of Displacement Piles in Sand Using a Pressure Chamber

Analysis of Dynamic Laterally Loaded Pile in Clay
Deflections of laterally loaded pile groups are strongly affected by the degree of pile head fixity. If the cap provides perfect restraint against rotation, deflections are only about...

Experimental p-y Model for Submerged, Stiff Clay

Driving Characteristics of Open-Toe Piles in Dense Sand

Resistance Factors for Single Driven Piles from Experiments

Response of Tension Piles to Simulated Seismic Motion in Saturated Fine Sand

Cyclic Lateral Loading of Large-Scale Pile Group

Pile-Head Behavior of Rigidly Capped Pile Group

Piled Rafts in Geotechnical Practice - An International Perspective

San Simeon Earthquake of December 22, 2003 and Denali, Alaska, Earthquake of November 3, 2002
Prepared by the Earthquake Investigations Committee of the Technical Council of Lifeline Earthquake Engineering of ASCE. This TCLEE Monograph provides...

Micropiles to the Rescue
When a Michigan energy concern began upgrading the equipment in one of its operating power plants, engineers were asked to find an economical and nondisruptive way to support the new loads...





Return to search