Raising the Bar of BART
Although it was originally designed to withstand a strong earthquake, and did so admirably in 1989, the Bay Area Transit (BART) system was recently evaluated to determine its ability to...

Behaviour of Early-Age Shotcrete

Early Strength and Physical Properties in Accelerated Shotcrete

Mechanical Properties of Early Age Steel Fibre Reinforced Shotcrete

Making the Most of HPC
Developing high-performance concrete (HPC) was only the first step toward bringing a material with improved durability, strength, constructability, and mechanical properties to the bridge...

Modeling and Simulation of Concrete Materials

Post-Yield Behavior of Reinforced Concrete Membrane Elements—The Hsu/Zhu Ratios

Development of Lattice Equivalent Continuum Model for Analysis of Cyclic Behavior of Reinforced Concrete

Load Transfer Behavior of Soil-Cement Columns in Soft Ground

Experimental Investigations of Jet-Grouting

Evaluation of Axial Compression Behavior of Micropiles

Behavior of Soft Singapore Marine Clay Treated with Cement

Use of Engineering Geophysics to Investigate a Site for a Bridge Foundation

Some Effects of Soil Heterogeneity on Bearing Capacity of Shallow Foundations

New Concepts in Structural Strength Assessment for Large Buildings in Fire
This paper presents theoretical descriptions of the key phenomena that govern the behaviour of composite framed structures in fire. These descriptions have been developed in parallel with...

High Performance Dampers for Bridges
A multi-disciplinary research study investigates the use of shape memory alloys as seismic dampers in bridges. Shape memory alloys are a class of alloys that display several unique characteristics,...

Structural Lumber from Small-Diameter Western U.S. Softwood Trees
The purpose of this study was to determine the mechanical properties, and corresponding economic value, of dimension lumber produced from selected over-stocked forest stands of small-diameter...

Small-Diameter Round Timber Connections
An over stocking of trees having diameters less than 20 cm, as measured 1.52 m off the ground presents a major fire hazard to over 54 million acres of National Forest land. Improving the...

Development and Validation of Mechanistic Coefficients for Flexible Pavement Structures Designed by AASHTO Guide

Foundations and Ground Improvement
This proceedings, Foundations and Ground Improvement, consists of papers presented and accepted for publication for the specialty conference,...

 

 

 

 

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