Suspension Wall Shoring System

Design and Behavior of One-Tier Tiedback Walls

Toe Penetration Requirements for Tieback Walls

Performance of Inclinometers in Diaphragm Wall

Design and Construction of a Jet-Grouted Barrier Wall

Abandoned Reclamations as Analogues for Sea Defence Re-Alignment

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...

Towering Over Xiamen (Available in Structural Engineering Special Issue only)
Composite structural systems are rapidly becoming the preferred choice for high-rise buildings, due to their high strength and stiffness, large ductility, and convenient, economical construction....

Tall Order
Successive earthquakes have damaged the 32-story, 460 ft (140 m) tall Los Angeles City Hall, built in 1926. Masonry infill and concrete walls have cracked, and the terra cotta cladding...

Sinkhole Solution (Available in Geo-Environmental Special Issue only)
In the summer of 1998, a large sinkhole developed overnight in the center of the two-year-old Eagle Ridge Mall in Haines City, FL. The surface depression measured approximately 4.3 m deep...

The Large-Scale Excavation in Tokyo for the Construction of the Namboku Subway Line

Geotechnical Challenges Faced on Line 2 of the Greater Cairo Metro System

Test Wall Promises Big Savings (Available in Geo-Environmental Special Issue Only)
A new kind of retaining wall is being tested in Texas at a National Geotechnical Experiment site. The wall is a variation of soil-mixing that uses fewer columns, which saves time, materials...

Design and Construction of Earth Retaining Systems
This proceedings, Design and Construction of Earth Retaining Systems, contains papers presented at sessions sponsored by the Geo-Institute...

Superfund Success, Superfast
After 15 years of indecision, unprecedented cooperation among regulatory agencies, community action groups, and Potentially Responsible Parties (PRPs) resulted in the completion of remedial...

The Armoring of California's Coast

Cyclopean Seawall Repair and Berth Deepening 10th Avenue Marine Terminal, San Diego, California

Interim Pier 400 Landfill Status Report

Propagation Property of Dynamic Pressure Through Reclaimed Sand Behind Caisson-Type Seawalls

Design of a Perforated Breakwater

 

 

 

 

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