Most of the highway bridges arc supported on deep foundations. Safe and economical design and construction of deep foundations requires the use of rational procedures to determine the load capacity of the foundation. A static load test may be conducted to measure the response of a pile under applied load. Conventional static tests include axial compressive, axial tensile and lateral load testing. The purpose and advantages of load testing are explained in the light of large-scale construction of deep foundations for highways for the new millennia. This paper presents a case history of load tests on high capacity drilled shafts. An adequate foundation design can be made with detailed subsurface exploration and soil testing, subsurface profil...
Eleven pile load tests were reviewed and analyzed to document the issues related to the design and l...
The Sohio Corporate Headquarters building foundations in Cleveland, Ohio are relatively unique, invo...
textAn investigation into the load-settlement behavior of two drilled shafts, founded in shale, is p...
In this study, two case histories of deep foundations are discussed, including driven piles and dril...
This research involved analysis and field testing of several foundation support components for high...
To achieve engineered designs with consistent levels of reliability, the Federal Highway Administrat...
Load testing such as standard top-down or bi-directional tests are widely accepted practices that pr...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
PDFTech ReportInTrans Project 10-366Bridge foundationsLoad factorDesign loadLoad testsDatabasesManua...
Contemporary design methods of bearing capacity of deep foundation (pile foundation) change accordin...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
Project 0-6146Drilled shaft foundations are principally used to support many structures such as brid...
Three instrumented axial load tests were performed on 42 inch diameter caissons (drilled piers). The...
658217906Final report; May 2009-Nov. 2009.PDFTech ReportFHWA-WY-09/10FBridgesBridge foundationsBridg...
Eleven pile load tests were reviewed and analyzed to document the issues related to the design and l...
The Sohio Corporate Headquarters building foundations in Cleveland, Ohio are relatively unique, invo...
textAn investigation into the load-settlement behavior of two drilled shafts, founded in shale, is p...
In this study, two case histories of deep foundations are discussed, including driven piles and dril...
This research involved analysis and field testing of several foundation support components for high...
To achieve engineered designs with consistent levels of reliability, the Federal Highway Administrat...
Load testing such as standard top-down or bi-directional tests are widely accepted practices that pr...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
PDFTech ReportInTrans Project 10-366Bridge foundationsLoad factorDesign loadLoad testsDatabasesManua...
Contemporary design methods of bearing capacity of deep foundation (pile foundation) change accordin...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
Project 0-6146Drilled shaft foundations are principally used to support many structures such as brid...
Three instrumented axial load tests were performed on 42 inch diameter caissons (drilled piers). The...
658217906Final report; May 2009-Nov. 2009.PDFTech ReportFHWA-WY-09/10FBridgesBridge foundationsBridg...
Eleven pile load tests were reviewed and analyzed to document the issues related to the design and l...
The Sohio Corporate Headquarters building foundations in Cleveland, Ohio are relatively unique, invo...
textAn investigation into the load-settlement behavior of two drilled shafts, founded in shale, is p...