Content
Frontiers of Structural and Civil Engineering >> 2014, Volume 8, Issue 3 doi: 10.1007/s11709-014-0242-1
Shallow foundation response variability due to soil and model parameter uncertainty
Department of Civil Engineering, Indian Institute of Technology Kanpur, Kanpur UP-208016, India
Abstract
Keywords
shallow foun dation ; sensitivity analysis ; centrifuge data ; first-order-second-moment (FOSM) method ; parameter uncertainty
Content