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

Strength Design in Aluminum
A Review of Three Codes
Prepared by the Task Committee on Strength Design in Aluminum of the Committee on Special Structures of the Committee on Metals of the Structural Engineering Institute of ASCE. ...

Structural Safety and Its Quality Assurance
Sponsored by Committee 9A/10 of the Council on Tall Buildings and Urban Habitat of the Structural Engineering Institute of ASCE. This report uses an...

Thermal Modeling of the Power Plant Cooling Lake System

Large Scale Sediment Source Identification and Load Estimation Designed to Inform the TMDL Process

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

 

 

 

 

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