Soil Improvement and Liquefaction Mitigation by Deep Dynamic Compaction

Full-Scale Testing of Developed Hybrid Foundation

Micropiles on a Mountainside

Assessing Foundation Damage in Karst Using Electrical Resistivity Tests

Coupled Three-Dimensional Analysis of the Slab Foundation for the Magnetic Levitation Tranportation System (TRANSRAPID) in Germany

Jet Grouting at el Tambor Dam

Jet Grout Foundation for Rail Road Bridge

Evaluating Axial Drilled Shaft Response by Seismic Cone

Rock Foundations for Route 33 Bridge over the Lehigh River

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

A Case Study of Ground Improvement for a Major Power Plant in Jacksonville, Florida

Some Effects of Soil Heterogeneity on Bearing Capacity of Shallow Foundations

Sinkhole Remediation beneath a Damaged Structure

Mini-Pile Case Histories and a Tensile Load Test on an Instrumented Mini-Pile

Reducing Settlement Risks in Residual Piedmont Soils Using Rammed Aggregate Pier Elements

Limit Analysis of Reinforced Foundation Soils

Seismic Design of Highway Bridges: Recommended Specifications
Under the AASHTO-sponsored National Cooperative Highway Research Program (NCHRP), a joint venture of the Applied Technology Council and the Multidisciplinary Center for Earthquake Engineering...

A Framework for Performance-Based Seismic Design
The following probabilistic framework for seismic performance assessment is presented as an effective foundation for the development of performance-based guidelines. It suggests a generic...

Deep Foundations In the Future (Available in Geo-Environmental Special Issue only)
The design and construction of deep foundations has gone from an art form to a scientifically based engineering practice. Research in this field has improved over the past century and...

Three Dams, One Reservoir
The three dams that make up the 800,000 acre-ft (987 million m³) Eastside Reservoir in Riverside County, California, required extensive foundation excavation and careful placement of embankment...





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