Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Estimate Damping and Quake by Using Traditional Soil Testings
Impact pile driving greatly alters the behavior of the soil surrounding the pile. The changes of soil responses make it very difficult to estimate Smith soil parameters even by means of Pile Driving Analyzer (PDA) monitoring and CAPWAP Analysis. The ranges of the Smith soil quake and damping from published data were so widely scattered that it is very difficult to select reasonable value for Wave Equation Analysis. The objectives of this research is to explore the meanings of the Smith soil model in Wave Equation Analysis and identify the key variables affecting the determination of the Smith soil parameters. Using the UF pile database for regression analysis, semi-empirical equations for estimating the Smith soil parameters were developed based on conventional soil properties.
Estimate Damping and Quake by Using Traditional Soil Testings
Impact pile driving greatly alters the behavior of the soil surrounding the pile. The changes of soil responses make it very difficult to estimate Smith soil parameters even by means of Pile Driving Analyzer (PDA) monitoring and CAPWAP Analysis. The ranges of the Smith soil quake and damping from published data were so widely scattered that it is very difficult to select reasonable value for Wave Equation Analysis. The objectives of this research is to explore the meanings of the Smith soil model in Wave Equation Analysis and identify the key variables affecting the determination of the Smith soil parameters. Using the UF pile database for regression analysis, semi-empirical equations for estimating the Smith soil parameters were developed based on conventional soil properties.
Estimate Damping and Quake by Using Traditional Soil Testings
M. C. McVay (Autor:in) / C. L. Kuo (Autor:in)
1999
96 pages
Report
Keine Angabe
Englisch
Soil & Rock Mechanics , Piles(Foundations) , Damping , Soil mechanics , Pile driving , Energy transfer , Penetration , Wave equations , Soil properties , Regression analysis , Soil quakes , Pile Driving Analyzer , Smith Soil Parameters , CAPWAP(Case Pile Wave Analysis Program) , GRLWEAP(GRL Wave Equation Analysis Program) , EOD(End of Initial Driving) , BOR(Beginning of Resdriving)
Electromagnetic Testings on brick masonry
| British Library Conference Proceedings | 1995
British Library Online Contents | 2017
QUAKE-ABSORBING STRUCTURE CONSTRUCTION METHOD AND QUAKE-ABSORBING STRUCTURE
| Europäisches Patentamt | 2024
Finite-Element Model Calibration of Historical Masonry Domes Using Operational Modal Testings
| British Library Online Contents | 2016