Theoretical Foundations for Computer-Supported Negotiation

A Multi-Agent Architecture for Foundation Design Environments

Analyzing of Two Dimensional Slope Stability and Foundation Problems Considering Soil-Structure Interaction Effect

Response of Pile Embedded in Stochastic Ground Media

Effects of Pier and Foundation Stiffness for Bridges Subjected to Nonstationary Seismic Input

Reliability Analysis for Deep-Seated Stability of Pile-Supported Structures

Hysteretic Response and Structural Reliability

Estimation of Driven Pile Resistance at an Overconsolidated Clay Site Using Geostatistical Methods

Engineering Judgment in the Evolution from Deterministic to Reliability-Based Foundation Design

Probabilistic Risk Assessment for Tailings Impoundment Founded on Paleokarst

Probabilistic Analysis of Foundation Settlement

Evaluation of Reliability of Pile-Supported Structures

Capacity Predictions for Full Scale Transmission Line Test Foundations

Lateral Earth Pressures on Deep Braced Walls

Design Model Bias Factors for Driven Piles from Experiments at NGES-UH

Scour Power
New prediction methods consistently calculate scour around bridge piers allowing engineers to better tailor pier design in rock and consolidated material. The leading cause of bridge failure...

Defect Detection (Available only in Geo/Environmental Special Issue)
Sonic integrity logging technology can detect flaws in deep foundations more reliably and at less cost than conventional boring techniques. These non-destructive test tools are being used...

Pile Wall Cuts Off Seepage (Available only in Geo/Environmental Special Issue)
An unusual cutoff wall constructed by the secant pile method succeeded in drying up seepage through the permeable strata below a saddle dam at Beaver Dam in Arkansas, owned by the U.S....

Performance of a Passively Refrigerated Gravel Pad Foundation in Fairbanks

Comparison of Static and Dynamic Test Results for Driven Steel Pipe Piles in Highly Saline Permafrost

 

 

 

 

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