CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
The Theory of One-Dimensional Consolidation of Saturated Clays
Particle Interaction and Stability of Suspended Solids
General Report: Centrifuge Modelling of Time Dependent
Reporter Summary ? Sedimentation/Consolidation Models: Theory
Study on Secondary Compression of Clays
Numerical Analysis of Two Embankment Foundations
Consolidation-Strength Analysis for Soft Soils
Selfweight Consolidation of Very Soft Clay by Centrifuge
The Use of Soil Mechanics Capabilities in a General Purpose Finite Element Program
Validation of Consolidation Properties of Phosphatic Clay at Very High Void Ratios
Consolidation Performance of Soft Clays: Part 1. Model
Consolidation Performance of Soft Clays: Part 2. Predictions
Consolidation of Multi-layered Clay
Consolidation by Sand Drain in Anisotropic Ground
Dredge Spoil Disposal Predictions and Performance: A Case History
Consolidation of Mining Wastes
Perspectives on Modelling Consolidation of Dredged Materials
Reporter's Summary: Prediction and Validation of Consolidation for Hydraulically-Deposited Fine-Grained Soils
General Report for Session II: Validation and Field Studies
Logan Airport Re-Visited
Yield Behaviour and Consolidation. I: Pore Pressure Response
Yield Behaviour and Consolidation. II: Strength Gain
Consolidation of Permafrost upon Thawing
Prediction of Peat Settlement
Time and Stress Dependent Compression in Soft Sediments
Instrumentation Performance in Soft Clay Soils (A Case History)
Sedimentation and Self Weight Consolidation of Dredge Spoil
Dredged Slurry Stabilization for Seagirt Marine Terminal
Prediction of Viable Tailings Disposal Methods
Waste Phosphatic Clay Disposal in Mine Cutsr
Centrifugal Modeling of Phosphatic Clay Consolidation
Application of Finite Strain Consolidation Theory for Engineering Design and Environmental Planning of Mine Tailings Impoundments
Convection-Diffusion Analysis of Sedimentation in Initially Dilute Solids-Suspensions