Foundation Engineering...102
Most of our textbooks still separate foundation options into two simplistic categories: shallow or deep. That's why so many of us are geared toward thinking about the foundation...

Findings From a Joint Industry Study on Foundation Fixity of Jackup Units
During the design storm conditions the soil supporting jack-up unit footings may be close to, or at plastic failure. Accordingly, the use of elastic solutions to the problems of foundation...

Calendar: Bridges 2013
Featured bridges are: Kurilpa Bridge, Brisbane, Australia; La Roche-sur-Yon Footbridge, La Roche-sur-Yon, France; I-35W St. Anthony Falls Bridge (MN); High Trestle Trail Bridge (IA); Glenfinnan...

Calendar: Bridges 2010
Featured bridges are: Chesapeake Bay Bridge, MD; Pedestrian Bridge, TX; Pont Gustave Flaubert, France; Leonard P. Zakim Bridge, MA; Sydney Harbour Bridge, Australia; Tacoma Narrows Bridge,...

Slope Effect on House Shrink-Swell Movements
(Originally published in Journal of the Geotechnical Engineering Division, 1980, 106(12), 1327-1344.)...

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

BP Bridge at Millennium Park, Chicago
The structural engineering design and constructive aspects of a unique stainless steel-clad pedestrian crossing at the Millennium Park in Chicago are presented. The overall bridge form...

Calendar: Bridges 2004
Featured bridges are: Linn Cove Viaduct (NC); Trepponti Bridge (Italy); Blue Water Bridge (Canada); Swing Bridge (England); Albert Bridge (UK); Broadway Bridge (FL); Alsea Bay Bridge (OR);...

Twin Crossings
The Hungerford Bridge actually comprises twin pedestrian bridges that are being constructed on either side of an operational 19th century railway bridge over the River Thames in London....

A Composite Sketch
Engineers are using the lightweight advantages of fiber reinforced polymers to build short span vehicular bridges and pedestrian bridges, particularly in remote areas, such as national...

High-Performance Powder
The application of fundamental principles related to the composition, the making, and the thermal treatment of concrete resulted in the development of a new type of concrete with outstanding...

New Uses for Old Bridges
As historic bridges age, they are often rendered useless by modern load requirements and codes. Many had been abandoned or demolished. In 1991, however, the ISTEA created new provisions...

Scour Protection in Bottomless Culverts
This paper will describe the relative severity of scour anticipated to occur at bottomless culverts and will provide some design guidance for scour protection based on research referenced...

A Computational Algorithm for Analysis of Rectangular Footings Under Partial Contact with Soil
This paper describes a method to determine the distribution of base pressures under a rectangular footing experiencing partial contact of the footing with soil. Assuming the footing to...

53 WAK Tests on Spread Footings
Research on the prediction of soil stiffnesses of spread footing-soil systems using Wave Activated Stiffness (K) or WAK tests was conducted. As discrete lumped-parameter model with a mass,...

Footing Load Tests on Sand
Four full size footings were load tested at a site in Texas. The embedded footings were situated on a thin layer of stiff clay underlain by a thick deposit of medium dense to dense sand....

Settlement Behavior of an Avalanche Protection Gallery Founded on Loose Sandy Silt
An avalanche protection gallery located in the Swiss Alps was founded on alluvial ground close to the steep rocky mountainside. The rear retaining wall, at a variable distance of a few...

Prediction of Settlements of Footings on Sands: Accuracy and Reliability
Serviceability limit states are controlled by the deformations that a specific structure can undergo. This aspect involves a correct design of foundations to ensure that the supported...

Seismic Settlement of Shallow Footings on Sands
In this contribution, the progressive seismic settlement of shallow footings on cohesionless soils is calculated using a sliding block model. Beyond a critical horizontal acceleration,...

Footing Modulus Near Slopes
A method is described for estimating the footing modulus of shallow spread foundations located near slopes of cohesionless material. The ratio of footing modulus for a shallow foundation...

 

 

 

 

Return to search