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...

Foundation Loading: Introduction
This chapter introduces the subject of foundation loading....

Foundation Loading
This chapter discusses the tabulation of foundation loading data in Microsoft Excel....

Load Resistance Factor Design
This chapter discusses the tabulation of load resistance factor design data in Microsoft Excel....

Two-Way Slab Loading
This chapter includes drawings pertaining to two-way slab loading....

LRFD Compared to Working Strength Loads: Introduction
This chapter introduces the subject of load resistance factor design as compared to working strength loads....

LRFD Compared to Working Strength Loads
This chapter contains examples used to demonstrate the design of footings to resist seismic loads....

Inelastic Analysis of Fixed Offshore Platforms for Earthquake Loading

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

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...

Characterizing the Pathways and Characteristics of Nutrients Discharging from Ground-Water to Surface Water
Any investigation of surface-water quality for a lake or pond requires accurate estimates of the contributing contaminant or nutrient loads. In many cases, inflow from the adjacent ground...

Side Resistance in Piles and Drilled Shafts (The Thirty-Fourth Karl Terzaghi Lecture)

Innovative Load Testing of Deep Foundations

Modeling Laterally Loaded ACIP Piles in Overconsolidated Clay

Laboratory Modeling of Vibro-Driven Piles

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

Resistance Factors for Single Driven Piles from Experiments

 

 

 

 

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