It's All in the Bracing
When the Massachusetts Bay Transportation Authority (MBTA) hired Weidlinger Associates Inc., Cambridge, Mass., to renovate the Aquarium Station stop along the subway system's...
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Deep Foundations in the Future
Lateral Loading Response of Piles in Calcareous Sediments
Soil-Structure Analysis of Foundations with Unified Constitutive Models for Soils and Interfaces
Validity of the Reese Model for Pile Foundations Using Variational Principles
The Mechanics of Pile Foundation Collapse
Some Aspects of the Design of Piled Raft Foundations
Three Dimensional Analysis of Deep Foundations
Modeling Spatial Variability in Pile Capacity for Reliability-Based Design
Analysis of Pile Groups Subjected to Deep-Seated Soil Displacements
Lateral Resistance of Piles in Liquefying Sand
Accuracy of Methods for Predicting Axial Capacity of Deep Foundations
Some Effects of Construction on the Performance of Deep Foundations
Improvements in Pile Driving Simulation and Installation Techniques for Deep Penetrating Casings and Piles in Deepwater
Studies of the Behavior of a Suction Pile with a Simplified Numerical Model
Total and Effective Stress Analysis of Suction Caissons for Gulf of Mexico Conditions
The Behavior of Distinctive Pile Type Under the Same Building
Suction Caisson Foundations in the Gulf of Mexico
Evaluation of Pile Load Tests in Soft Cohesive Louisiana Soils
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