Some Case Histories of Pile Foundations in Permafrost
Foundations for permafrost conditions should conform to one of three basic design principles: keep it frozen, let it thaw, or thaw the ground before construction. To keep the permafrost...

Refrigerated Foundations
Refrigeration systems used to cool foundations on frozen ground can be classified as either active or passive, depending on whether external energy is used to power the systems. If pumps,...

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

Structures Congress 2006
Structural Engineering and Public Safety
Structures Congress 2006 highlights research in the broad areas of applied structural analysis, optimal structural design, structural control,...

Correlations for Design of Laterally Loaded Piles in Soft Clay

Analysis of Laterally Loaded Piles in Sand

Field Testing and Analysis of Laterally Loaded Piles in Stiff Clay

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....

Technologies to Speed Earthwork Compaction Control

Evaluation of the VERSA-LOK / Miragrid Reinforced Soil Wall System
Final Report
Prepared by the Highway Innovative Technology Evaluaton Center (HITEC), a service center of Civil Engineering Research Foundation. This evaluation...

Microbial Pollution Modeling of Rural Watersheds in Canada using the GIS-Based Soil and Water Assessment Tool

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

Relationship of Hydrologic Soil Groups to Curve Number: Results of a Study

Modeling Laterally Loaded ACIP Piles in Overconsolidated Clay

Laboratory Modeling of Vibro-Driven Piles

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

Driving Characteristics of Open-Toe Piles in Dense Sand

Response of Tension Piles to Simulated Seismic Motion in Saturated Fine Sand

 

 

 

 

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