CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
Case History - Embankment Failure on Soft Varved Silt
An Induced Failure at a Trial Embankment at King's Lynn, Norfolk, England
An Induced Failure at a Trial Embankment: Part II - Finite Element Computations
Study of Five Embankment Failures on Soft Soils
Test Embankment on Sensitive Clay
Failure of a Test Embankment on Sensitive Clay
Test Fills to Failure on the Soft Bangkok Clay
Sand Drain Performance on a San Francisco Bay Mud Site
Performance of Embankments with Sand Drains on Sensitive Clay
Pore Pressures under a Bund on Soft Fissured Clay
Soil Movements below a Test Embankment
Analyses and Recrods - Dutch Hollow Dam
The Gloucester Test Fill
The Kars (Ontario) Embankment Foundation
Analysis of Observed Embankment Performance in Terms of Effective Stress
Design of the South Island for the Second Hampton Roads Crossing
A Preload on Silty Fine Sand
Field Test of Debris Fill Over Soft Soil
Analyses and Performance of a Dike on Fibrous Peat
Long-Term Loading Tests at Ska-Edeby, Sweden
Settlement Analysis of Two Highway Embankments
The Failure of Laguna Dam
Analysis of Failure of Baldwin Hills Reservoir
The Baldwin Hills Reservoir Failure in Retrospect
Piping in Earth Dams of Dispersive Clay
Internal Piping and Shear Deformation - Victor Braunig Dam - San Antonio, Texas
Hydraulic Fracturing in Low Dams of Dispersive Clay
Performance Record of Walter F. George Lock & Dam
Eight Years of Observations at El Infiernillo Dam
Hills Creek Dam Seepage Correction
Camanche Dike-2 Slurry Trench Seepage Cutoff
Seepage through Soil-Cement Facings
An Analysis of the Cracking at Duncan Dam
Field Measurements at La Angostura Cofferdams
Movements in Dams Due to Reservoir Filling
Analysis of Embankment Deformations
Stress-Strain Analysis of El Infiernillo Dam
Performance of Briones Dam
Lateral Deformation of a Dam Embankmant
Foundation Failure of the VanKleek Hill Tower Silo
Load Tests on Small Foundations in Soft Clay
Settlement of Footings on a Non-Uniform Foundation
Mat Foundation and Preload Fill, VA Hospital Tampa
Performance of Two Mat Foundations on Boston Blue Clay
Settlement Histories of Four Large Tanks on Sand
Settlement of a Large Mat on Sand
Foundation Construction on Compacted Structural Fill in the Washington, D.C. Area
Sand Compaction by Vibroflotation at Cape May, New Jersey
Foundations in the Crust of Sensitive Clay Deposits
Settlements Developed: Observed vs. Predicted
Settlement Due to Chemical Attack of Soils
Lateral Load Tests on Full-Scale File Groups
Building Settlement on End-Bearing Driven Piles
Settlement Histories of Two Pile-Supported Grain Silos
Settlement of Pile Foundations in Granular Soil
Settment of Some Piled Foundations in Mexico
Consolidation Effects around Driven Piles
Some Load Transfer Data on Caissons in Hard Chicago Clay
Pile Bearing Capacity - Prediction vs. Performance
Driving Behavior of Long Steel Piles
The Rupture Figure for a Double Wall Cofferdam
Criteria for Lateral Pressures for Braced Cuts
Performance of Bracing for Deep Chicago Excavation
An Instrumented Tied-Back Deep Excavation
A Case Study of a Soil Anchor Tie-Back System
Design and Observation of a Tied-Back Wall
A Case Study of the Bauer Earth Anchor
The Performance of a Subway Excavation
Performance of Two Slurry Wall Systems in Chicago
Stability of Slurry Trench Cuts in Saturated Clay
Temperature Effects on Behavior of Port Allen Lock
Design Method for Vertical Anchor Slabs in Sand
Testing Transmission Line Belled Auger Footings
Earth Responses in Soft Ground Tunnelling
Embankments on Soft Ground
Earth and Earth-Rock Dams
Shallow Foundations
Design and Performance of Deep Foundations
Soil-Structure Interaction
Field Demonstration: Response of Instrumented Piles to Driving and Load Testing
Panel Discussion
Reporter's Summary
Discussion
General Discussion
Soil Movements Below a Test Embankment (Addendum)
Reporter's Summary
Baldwin Hills Reservoir Failure
Analysis of Failure of Baldwin Hills Reservoir - Closure
The Baldwin Hills Reservoir Failure in Retrospect - Closure
Piping in Earth Dams of Dispersive Clay
Piping in Earth Dams of Dispersive Clay
Piping in Earth Dams of Dispersive Clay
Hydraulic Fracturing in Low Dams of Dispersive Clay
Hydraulic Fracturing in Low Dams of Dispersive Clay
Piping in Earth Dams of Dispersive Clay and Hydraulic Fracturing in Low Dams of Dispersive Clay
Piping in Earth Dams of Dispersive Clay and Hydraulic Fracturing in Low Dams of Dispersive Clay
Closure: Piping in Earth Dams of Dispersive Clay and Hydraulic Fracturing in Low Dams of Dispersive Clay
Analysis of Embankment Deformations - Discussion
Analysis of Embankment Deformations - Closure
Addendum of Lateral Deformation of a Dam Embankment - Addendum
Panel Presentation
General Discussion
General Discussion
Load Tests on Small Foundations in Soft Clay - Discussion
Settlement Due to Chemical Attack of Soils - Discussion
Settlements of Pile Groups
Axial Capacity
Construction of Deep Foundations
Reporter's Summary
Design and Performance of Deep Foundations
Design and Peformance of Deep Foundations
General Discussion
Lateral Load Tests on Full-Scale Pile Groups
Consolidation Effects Around Driven Piles
Consolidation Effects Around Driven Piles - Discussion
Design of Temporary Earth Retaining Structures for the Washington Subway System
Predicting Performance of Braced Excavations
Performance of Braced Excavations in London Clay
Performance of Tie-Back Support System
Use of the Finite Element Method in Analysis of Soil-Structure Interaction
Performance of a Braced Excavation in Granular and Cohesive Soils
Construction Pore Pressure Dissipation in Earth Dams
Landslide at Silver Jack Dam
Stress-Strain Relationships for Particulate Materials at Equilibrium