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

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

Soils and Foundations

Making the Grade
Adding two lanes to a stretch of highway in western Colorado required excavation on slopes and involved micropiles, mechanically stabilized earth walls, ground anchors, and soil nails....

Evaluation of Anchor Wall Systems' Landmark Reinforced Soil Wall System
With T.C. Mirafi's Miragrid & Miratex Geogrid Reinforcement —Final Report
This report describes a HITEC evaluation designed to determine the basic capability and limitations of the Landmark/Mirafi System for use as a technically viable precast MSE retaining...

Expansive Clay Soil ... A Widespread and Costly Geohazard

 

 

 

 

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