Swarms of "Stormquakes" Identified for First Time

Extensive Slide Added to London Sculpture

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,...

Effective Stress Theory of Soil Compaction
The shape of the moisture-density curve obtained from compaction tests has been explained in terms of capillarity and lubrication, viscous water, and physico-chemical interactions. None...

Hybrid Modelling of Seismic Structure Interaction

Measurements of On-Site Dynamic Parameters for Seismic Evaluations

Evaluation of Soil-Structure Interaction Methods

Dynamic Stresses From Experimental and Modal Analyses

Geo-Seismic Design in Eastern US: State of Practice

Structures Congress 2012
Forging Connections in the Windy City
Proceedings of Structures Congress 2012, held in Chicago, Illinois, March 29-31, 2012. Sponsored by the Structural Engineering Institute of ASCE. Structures Congress 2012 contains 202...

Seismic upgrades of San Pablo Dam

Seismic Behavior of Tubular Steel Offshore Platforms

Velocity and Temperature in Buoyant Surface Jet

Cooling Water Recirculation in the Ocean

Cooling by Ocean Water: Model/Field Comparison

Characterizing the Seismic Threat to California's Water Supply

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

Critical State Soil Mechanics Model of Soil Consolidation Stresses around a Driven Pile

Size and Scale Effects on the Shear Strength of Concrete Beams
This paper identifies and discusses the role of proper geometric scale of relevant parameters in the size effect in shear, particularly in terms of practical beam design. In the overall...

Structurally Enhanced Foundations: A Functional Solution to Thaw Strain in Frozen Sand and Gravel
Some building sites with perennially frozen soil profiles are developed using nonelevated, conventional-appearing foundation systems. These sites consist of frozen sands and gravels and...

 

 

 

 

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