A Simple Model to Predict Soil Resistance to Driving for Long Piles in Deepwater Normally Consolidated Clays
As the exploration and development for offshore oil and gas reserves moves into the deepwater environment of the continental slope, a good model is necessary to evaluate drivability of...

Mechanisms Controlling the Permeability of Clays
Coefficients of permeability, calculated using Terzaghi's theory of one-dimensional consolidation, are reported for smectite, illite, and kaolinite, in water, methyl and ethyl...

Estimation of Consolidation Properties of Clay from Field Observations
Analyses to obtain theoretical time-settlement curves for embankments typically make use of soil properties measured in the laboratory on small disturbed samples subject to strain rates...

Measurement of Hydraulic Conductivity of Partially Saturated Soils
Increased interest in protection of the environment has led to a need to be able to predict long-term movement of moisture, and contaminants, in the vicinity of shallow land disposal sites...

Performance of Suction Caissons in Sand and Clay
The use of suction caissons (suction piles) in marine environments has been increasing in the last decade. A suction caisson is a steel pipe with an open bottom and a closed top that is...

Shear and Interface Strength of Clay at Very Low Effective Stress
Thin-specimen direct shear (TSDS) tests were conducted to measure the shearing strength of kaolinite, and interface strengths between kaolinite and acrylic plastic and anodized aluminum,...

Shear Transfer Behavior of a 30-in. Pile in Silty Clay

Shaft Capacity of Driven Piles in Clay

Characterizing the Slaking Behavior of Clay-Bearing Rocks

Geology and Engineering Behavior of Connecticut Valley Varved Clay

The Nature and Behavior of Sensitive Marine Clays

Movements and Forces Developed by Wave-Induced Slides in Soft Clays

Behavior of Soft Clays under Earthquake Loading Conditions

The Undisturbed Consolidation Behavior of Clay
(Originally publichshed in ASCE Transactions, 1955, 120, 1201-1233.)...

Slope Effect on House Shrink-Swell Movements
(Originally published in Journal of the Geotechnical Engineering Division, 1980, 106(12), 1327-1344.)...

Application of Critical State Soil Mechanics to the Prediction of Axial Capacity for Driven Piles in Clay

Correlations for Design of Laterally Loaded Piles in Soft Clay

Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay

Modeling Laterally Loaded ACIP Piles in Overconsolidated Clay

Experimental p-y Model for Submerged, Stiff Clay

 

 

 

 

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