Geology and Engineering Behavior of Connecticut Valley Varved Clay

The Nature and Behavior of Sensitive Marine Clays

Carving the Worlds' Largest Rock Monument: Where Art Meets Rock Mechanics

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

Static Cone to Compute Static Settlement over Sand
(Originally published in J. Soil Mechanics and Foundations Div, 1970,. 96(3), 1011-1043.)...

Discussion of The Standard Penetration Test
(Originally published in Proc. of the Fourth Panamerican Conference on Soil Mechanics and Foundation Engineering, ASCE, San Juan, Puerto Rico,1971....

An Approach to Characterizing Overland, Soft Soil Sites

Stochastic Conditional Simulation of Berea Sandstone Geophysical Properties with a Counterpropagation Neural Network
The ability of a counterpropagation neural network to produce stochastic conditional simulations is applied and evaluated on a real dataset. This network functions as a nonparametric clustering...

An Experimental Study on the Behaviour of Full-Scale Composite Steel Frames under Furnace Loading
In view of recent large fires in tall buildings, such as One Meridian Square (USA), East Tower Central Park (Venezuela), World Trade Center (USA) and Windsor Tower (Spain), there has been...

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

Exploring Soil Conditions in Deepwater

Geo-Denver 2007
New Peaks in Geotechnics
Proceedings of Geo-Denver 2007, New Peaks in Geotechnics, held in Denver, Colorado, February 18-21, 2007. Sponsored by the Geo-Institute of ASCE. This collection contains nearly 300 papers...

Marginal Permafrost a Foundation Material in Transition
At the edges of the world's cold regions lie areas of marginal permafrost. It is a changing landscape that seems to be growing in extent, yet it retains chameleon-like qualities...

Geo-Frontiers 2005
These Proceedings showcase recent advancements in all facets of the geo-industry. Geo-Frontiers was conceived to present the frontier of civil, geotechnical, and geoenvironmental engineering....

On the Inelastic Design of Steel I Girder Bridges
This paper documents the development of a relatively easy to use set of effective plastic moment expressions and compares the performance of these equations with a series of experimental...

Cumulative Hydrologic Impact Assessment of West Virginia Coal Mine Permits Using HSPF and WCMS

Soils and Foundations

Modelling of Displacement Piles in Sand Using a Pressure Chamber

Analysis of Dynamic Laterally Loaded Pile in Clay
Deflections of laterally loaded pile groups are strongly affected by the degree of pile head fixity. If the cap provides perfect restraint against rotation, deflections are only about...

Experimental p-y Model for Submerged, Stiff Clay

 

 

 

 

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