Cigarette Butts Repurposed in Fired Clay Bricks

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...

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...

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...

Dynamic Shearing Properties Of Compacted Clay
A series of 116 Q-type triaxial compression tests was performed using specimens of Goose Lake clay compacted at water contents ranging from 9 percent dry of optimum to 3 percent on the...

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

Offshore Technology in Civil Engineering
Hall of Fame Papers from the Early Years: Volume Seven
Prepared by the Program Committee of the Offshore Technology Conference of the Coasts, Oceans, Ports, and Rivers Institute of ASCE. This series presents...

Shaft Capacity of Driven Piles in Clay

The Nature and Behavior of Sensitive Marine Clays

Behavior of Soft Clays under Earthquake Loading Conditions

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

Geology and Engineering Behavior of Connecticut Valley Varved Clay

Characterizing the Slaking Behavior of Clay-Bearing Rocks

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

The Geo-Poet: Blue Clay Blues

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

Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay

Correlations for Design of Laterally Loaded Piles in Soft Clay

Experimental p-y Model for Submerged, Stiff Clay

 

 

 

 

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