794781166Final report.PDFTech ReportIHRB Project TR-573InTrans Project 07-294Bridge foundationsBridge piersLoadsLoad factorDesign loadStatic loadsIowaIowa State University. Institute for TransportationRoling, Matthew J.Sritharan, SriSuleiman, Muhannad T.Iowa State University. Institute for TransportationIowa. Highway Research BoardIowa. Dept. of TransportationNTL-HIGHWAY/ROAD TRANSPORTATION-Bridges and StructuresNTL-HIGHWAY/ROAD TRANSPORTATION-HIGHWAY/ROAD TRANSPORTATIONNTL-HIGHWAY/ROAD TRANSPORTATION-Construction and MaintenanceNTL-HIGHWAY/ROAD TRANSPORTATION-DesignNTL-HIGHWAY/ROAD TRANSPORTATION-Pavement Management and PerformanceUS Transportation CollectionFor well over 100 years, the Working Stress Design (WSD) approach has been the tra...
2009LTRC technical summary report 449PDFBriefFHWA/LA.09/449LTRC project 07-2GTState project 736-99-1...
Dynamic pile driving formulas have been available for the field prediction of the static bearing cap...
773920500Final report - volume II.PDFTech ReportIHRB Project TR-583Bridge foundationsBridge piersLoa...
For well over 100 years, the Working Stress Design (WSD) approach has been the traditional basis for...
794788067Final report.PDFTech ReportIHRB Projects TR-584InTrans Project 08-313Bridge foundationsBrid...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
US Transportation Collection2014PDFResearch PaperLuna, RonaldoMissouri University of Science and Tec...
PDFTech ReportInTrans Project 10-366Bridge foundationsLoad factorDesign loadLoad testsDatabasesManua...
In response to the mandate on Load and Resistance Factor Design (LRFD) implementations by the Federa...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
With the goal of producing engineered foundation designs with consistent levels of reliability as we...
Driven pile foundations are the most prevalent type of deep foundation system employed in the United...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
AbstractRegionally developed Load and Resistance Factor Design (LRFD) recommendations for bridge pil...
PDFTech ReportInTrans Project 11-410Load factorDatabasesBridge designResistance (Mechanics)End beari...
2009LTRC technical summary report 449PDFBriefFHWA/LA.09/449LTRC project 07-2GTState project 736-99-1...
Dynamic pile driving formulas have been available for the field prediction of the static bearing cap...
773920500Final report - volume II.PDFTech ReportIHRB Project TR-583Bridge foundationsBridge piersLoa...
For well over 100 years, the Working Stress Design (WSD) approach has been the traditional basis for...
794788067Final report.PDFTech ReportIHRB Projects TR-584InTrans Project 08-313Bridge foundationsBrid...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
US Transportation Collection2014PDFResearch PaperLuna, RonaldoMissouri University of Science and Tec...
PDFTech ReportInTrans Project 10-366Bridge foundationsLoad factorDesign loadLoad testsDatabasesManua...
In response to the mandate on Load and Resistance Factor Design (LRFD) implementations by the Federa...
Drilled shafts have been used in the US for more than 100 years in bridges and buildings as a deep f...
With the goal of producing engineered foundation designs with consistent levels of reliability as we...
Driven pile foundations are the most prevalent type of deep foundation system employed in the United...
The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (...
AbstractRegionally developed Load and Resistance Factor Design (LRFD) recommendations for bridge pil...
PDFTech ReportInTrans Project 11-410Load factorDatabasesBridge designResistance (Mechanics)End beari...
2009LTRC technical summary report 449PDFBriefFHWA/LA.09/449LTRC project 07-2GTState project 736-99-1...
Dynamic pile driving formulas have been available for the field prediction of the static bearing cap...
773920500Final report - volume II.PDFTech ReportIHRB Project TR-583Bridge foundationsBridge piersLoa...