CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
Failure Hypotheses for Soils
Shear Strength of Cohesive Soils
Prestress Effects On the Strength of Clays
Physical Components of the Shear Strength of Saturated Clays
Strength and Deformation Characteristics of Various Glacial Tills in New England
Strength Properties of Clays Derived from Volcanic Rocks
Nonuniform Conditions in Triaxial Test Specimens
Stress-Deformation and Strength Characteristics of a Clay Compacted to a Constant Dry Unit Weight
Effect of Consolidation Pressure on Elastic and Strength Properties of Clay
The Relevance of the Triaxial Test to the Solution of Stability Problems
Factors Controlling the Strength of Partly Saturated Cohesive Soils
The Shear Strength of Saturated Remolded Clays
A Mechanistic Picture of Shear Strength in Clay
Some Considerations and Data Regarding the Shear Strength of Clays
A Study of Shear Failure in Certain Tertiary Marine Sediments
An Experimental Study of the Development of Cohesion and Friction with Axial Strain in Saturated Cohesive Soils
Norwegian Triaxial Equipment and Technique
Comparison of Shear Strength Characteristics of Normally Consolidated Clays
Comprehensive Investigations of the Shear Strength of an Undisturbed Drammen Clay
The Effect of Overconsolidation on the Shear Strength Characteristics of an Undisturbed Oslo Clay
Limitations of Laboratory Shear Strength in Evaluating Stability of Highly Plastic Clays
The Clay-Water System and the Shearing Resistance of Clays
Use of Back Pressure to Increase Degree of Saturation of Triaxial Test Specimens
Effect of Anisotropic Consolidation on the Undrained Shear Strength of Compacted Clays
Recent Progress in Triaxial Apparatus Design
The Strength of Compacted Cohesive Soils
Pore Pressure and Volumetric Measurements in Triaxial Compression Tests
Discussion of Failure Hypotheses for Soils
Discussion of Failure Hypotheses for Soils
Discussion of Failure Hypotheses for Soils
Discussion of Testing Equipment, Techniques and Errors
Discussion of Testing Equipment, Techniques and Errors
Discussion of Testing Equipment, Techniques and Errors
Discussion of Testing Equipment, Techniques and Errors
Discussion of Testing Equipment, Techniques and Errors
Discussion of Testing Equipment, Techniques and Errors
Closures of Testing Equipment, Techniques and Errors
Closures of Testing Equipment, Techniques and Errors
Discussion of Shear Strength of Saturated, Remolded Clays
Discussion of Shear Strength of Saturated, Remolded Clays
Discussion of Shear Strength of Saturated, Remolded Clays
Closure of Shear Strength of Saturated, Remolded Clays
Discussion of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Undisturbed Cohesive Soils
Closure of Shear Strength of Undisturbed Cohesive Soils
Discussion of Shear Strength of Compacted, Cohesive Soils
Discussion of Shear Strength of Compacted, Cohesive Soils
Discussion of Shear Strength of Compacted, Cohesive Soils
Discussion of Problems Associated with Practical Applications of Shear Strength Data
Discussion of Problems Associated with Practical Applications of Shear Strength Data
Discussion of Problems Associated with Practical Applications of Shear Strength Data
Closure of Problems Associated with Practical Applications of Shear Strength Data
To the Participants of the Research Conference on Shear Strength of Cohesive Soils at the University of Colorado, June 1960
Testing Equipment, Techniques, and Errors
Shear Strength of Saturated, Remolded Clays
Shear Strength of Undisturbed Cohesive Soils
Shear Strength of Compacted Cohesive Soils
Problems Associated with Practical Applications of Shear Strength Data