CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
Use and Abuse of Settlement Analysis
Settlement of Embankments on Soft Clays
Compressibility of Clays: Fundamental and Practical Aspects
Methods to Reduce the Settlement of Embankments on Soft Clay: A Review
Settlement of Tanks on Clay
Mat Foundation Design: An Historical Perspective
Effects of SPT Equipment and Procedures on the Design of Shallow Foundations on Sand
Predicting Shallow Foundation Settlement in Sands from DMT
53 WAK Tests on Spread Footings
WAK and Full-Scale Load Tests on Granular Fill
Footing Load Tests on Sand
Vertical and Horizontal Deformations for Foundations on Sand: An Experimental Study
Settlement of Shallow Foundations on Sand
Settlement Behavior of an Avalanche Protection Gallery Founded on Loose Sandy Silt
Displacement of Landmark Building Resulting from Adjacent Construction Activities
Uplift Load-Displacement Behavior of Grillage Foundations
Horizontal and Vertical Movements of Bridge Piers Subjected to Ship Impact
Deformations in Sand Layer During Pile Driving
Pile Settlement Based on Dynamic Measurements
Testing and Predicting the Movement of a Drilled Shaft in New Mexico
Static Pile Load-Movement From Dynamic Measurements
Numerical Study of Underpinning by Piles for Settlement Control of Strip Foundations
Design and Performance of a Piled Raft Foundation
Model Tests on Caissons
Wanapum Dam Embankment Settlement Study
Analysis of the Juturnaiba Embankment Dam Built on an Organic Soft Clay
Replacement of a Failed Embankment Designed to Accommodate Large Settlement: A Case Study
Settlements of Highway Embankments on Soft Lacustrine Deposits
Settlement of a 15-Meter Deep Fill Below a Building
Performance of Nanhua Dam During Construction
A Case History of Settlement of an Embankment on Lagoonal Deposits Influenced by Artesian Conditions
Settlement Analysis of Landfill Liners over Deep Mined Areas
Dynamic Compaction of Landfill Beneath Embankment
Settlement Evaluation for Cap Closure Performance
Preloading Organic Soils to Limit Future Settlements
The Control of Settlement Using Geogrids
Blast Densification of a Thick, Loose Debris Flow at Mt. St. Helen's., Washington
An Investigation of the Reinforcing Effect of Stone Columns in Soft Clay
Reduction of Settlements Using Soil Reinforcement
Strip Foundation on Geogrid-Reinforced Clay
Performance of Oil Storage Tanks on Vibroflotation Improved Hydraulic Fill in the Port of Tampa, Florida
The Usefulness of Stone Columns to Reduce Settlements and Distortions - A Case History
Settlement Predictions at a Florida Port Facility
Geocell Mattress Effects on Embankment Settlements
Towards a Rational Method of Predicting Settlements of Spread Footings on Sand
Eccentric Settlements of a Rigid Foundation on a Consolidating Layer
Influence of Spatially Random Soil Stiffness on Foundation Settlements
Prediction of Settlements of Footings on Sands: Accuracy and Reliability
An Alternative Formulation of Volume-change Behavior of Soils
Nonlinear Undrained Lateral Response of Rigid Drilled Shafts Using Continuum Theory
Application of the Phase Change Process to One-Dimensinal Consolidation Behavior of Peat
Finite Strain Consolidation for Vertical Drains
Analysis of Stone Columns Foundation for Storage Tank by FEM
A Procedure for Predicting Seismic Deformation of Earth Structures
Deformation of Sand Foundations Induced by Earthquakes
Post-Cyclic Consolidation Behavior of Loose Sands
Seismic Settlement of Shallow Footings on Sands
Cyclic Loading for the Measuring of Soil Consolidation Parameters
Settlement of a Silo Subjected to Cyclic Loading
Soil-Structure Interaction During Mining Induced Ground Movements
Analysis of Foundation Settlement Due to Earthquake
Prediction of Low Level Vibration Induced Settlement
Settlement Predictions Using Piezocone
Performance of a Steel Tank Founded on a Marine Clay
Settlement of Large Mat on Deep Compressible Soil
Long Term Performance of Raft and Footing Foundations Above Clayey Silt
Settlement of an Air Cargo Structure on Soft Clay
Influence of Flexible Mat on Settlements of Marine Clay
The Influence of Engineering Judgement in the Settlement Analysis of a Test Fill Near Ch?lon-sur-Sa?ne, France
Design and Installation of a New Settlement-Inclinometer Device
Performance of Three Large-Diameter Oil Tanks on Soft Clay
Vertical Displacement Induced in Soil by Conical Shell Foundations
The Effect of Live Load on Downdrag Forces
Settlement of Structures Supported on Marginal or Inadequate Soils Stiffened With Short Aggregate Piers
Displacement of Batter Piles in Layered Soil
Down Drag on Friction Piles: A Case History
Design of Underpinning Piles to Reduce Settlements
Measured Downdrag on Seven Coated and Uncoated Piles in New Orleans
Comparison of Settlement Predictions for Single Piles in Sand Based on Penetration Test Results
The Tip Displacement of Drilled Shafts in Sands
Footing Modulus Near Slopes
Settlement and Deformation Response of a Bridge Footing on a Sloped Fill
Settlement of Test Fills for Chek Lap Kok Airport
Consolidation Settlements and Pore Pressure Dissipation
Lateral Foundation Deformations for a Marine Test Fill
Settlement of Deep Compacted Fills in California
Modeling Settlements of an Existing Municipal Solid Waste Landfill Sideslope Using an Earthen Surcharge Pile
Settlement Measurements of 50-ft High Embankments at the Chesapeake & Delaware Canal Bridge
Comparison of Predicted and Measured Settlement of a Test Embankment Over Soft Soil
Compaction Grouting Stops Settlement of an Operating Water Treatment Plant
Performance of Wick Drains Installed by Vibration
Building Performance Founded on an Improved Sand in Recife, Brazil
Soil Improvement to Mitigate Settlements under Existing Structures
A Comparison of Three Soil Improvement Techniques to Densify Liquefaction Susceptible Sands
Vacuum consolidation Technology?Principles and Field Experience
Vacuum-Assisted Consolidation of a Hydraulic Landfill
Consolidation of Ground Reclaimed by Inhomogeneous Clay
Field Test of Thermal Precompression
Settlement of Footings on Granular Materials: Low and Large Strain Parameters
Compressibility for Sand Under One-Dimensional Loading Condition
Application of the Diflupress L.D. Field Test to Settlement Calculation
Measurements and Numerical Modelling of High Rise Building Foundations on Frankfurt Clay
Ground Movements from Model Tieback Wall Construction
Management of Dredged Material Placement Operations
Nonlinear Three Dimensional Analysis of Downdrag on Pile Groups
Load-Settlement Prediction of Footings on Steep Slopes
Numerical Modeling of Bridge Approach Settlement with Foundation-Embankment Interaction
Consolidation Characteristics of an Offshore Clay Deposit
The Role of Shale Pores in Settlement
Collapse Mechanism of Compacted Clayey and Silty Sands
Deformations About Excavations in Highly Stressed Rock
Rate of Settlement of Silt Alluvium at Trojan
Tree Root Induced Settlement of a Large Industrial Building Founded on Expansive Clay?A Case History
Damage Evaluation of Building on Piers in Expansive Clay
Settlement of Building Foundations on Clay Soil Caused by Evapotranspiration
The Behavior of a Building with Shallow Foundations on a Stiff Lateritic Clay
Settlement of Compacted Fills Caused by Wetting
Case History of a Collapsible Soil Fill
Settlement of Peats and Organic Soils
Probabilistic Observation Method for Settlement-Based Design of a Landfill Cover
Settlement of Dynamically Compacted Deposits
Experimental Study of the Settlement of Shallow Foundations
Tolerable Deformations
Settlement Prediction for Driven Piles and Pile Groups
Settlement Analysis for 450 Meter Tall KLCC Towers
Vibration Induced Settlement From Blast Densification and Pile Driving
Residual Soil Settlment Related to the Weathering Profile
Movement of Foundations on Rock
Software for Settlement Analysis
Stress-Deformation Behavior of an Embankment on Boston Blue Clay
Stress and Settlement of Footings in Sand
Load Settlement curve Method for Spread Footings of Sand
Downdrag on Piles: Review and Recent Experimentation
Prediction of Movement in Expansive Clays
Foundation Deformation Due to Earthquakes
Deformations in Granular Soils Due to Cyclic Loading
Test and Prediction Results for Five Spread Footings on Sand