Table of Contents
Introduction: Soil Mechanics Progress in 1959
Dynamic and Static Resistance of Cohesive Soil 1846–1958
The Influence of Rate of Strain on Effective Stresses in Sensitive Clay
A Method for Adjusting Strain-Rates to Obtain Pore Pressure Measurements in Triaxial Shear Tests
Ellis W., Holtz W.
Apparatus for Repeated Load Tests on Soils
Fead J., Seed H.
Strain-Rate Behavior of Clay and Organic Soils
Automation in Consolidation Testing
Time Effects in the Consolidation of Clays
Leonards G., Ramiah B.
The Use of Visco-Elastic Stress-Strain Laws in Soil Testing
History and Development of the Atterberg Limits Tests
Use of a One-Point Liquid Limit Procedure
Ohio Adopts the One-Point Mechanical Method for Determining the Liquid Limit of Soils
Davis H., Joslin J.
Correlation of Atterberg Limits with Geology of Deep Cores from Subsidence Areas in California
Johnson A., Morris D.
Investigations of the Liquid Limit Test on Soils
Liquid Limit Results from Various Types of Grooving Tools
Recommendations for Changes in the Liquid Limit Test
Morris M., Spinna R., Ulp R.
Plastic Limit—Comparison of Cube and Standard Thread Test Methods
Penetration Tests for Liquid Limit
Grandolfi M., Sowers G., Vesić A.
Laboratory and Field Tests of Granular Soil-Cement Mixtures for Base Courses
Powder versus Slurry Application of Lime for Soil Stabilization
Davidson D., G. N., Sheeler J.
Improved Determination of Preconsolidation Pressure of a Sensitive Clay
Crawford C., Hamilton J.
Measurement of Excess Hydrostatic Pressures in Soils
Moisture and Strength Variation in a Thick, Uniform Clay Layer
Kleiman W., Weber W.
Repeated Plate-Loading Tests on Compacted Subgrades
Some Laboratory Studies of the Moisture-Density Relations of Soils
On Determination of Dynamic Characteristics of Soil In Situ
Effect of Temperature on Moisture Contents as Determined by Centrifuge and Tension Techniques
Johnson A., Prill R.
Effect of Particle Shape and Texture on the Strength of Noncohesive Aggregates
Triaxial Compression Tests on Soils Using Variable Lateral Pressure
Long R., Meese R.
Identifying Soils by a Triangle Based on Unified Soil Classification System