A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Nonlinear parameters of vibrating foundations
Review of theories considering vibrating footings on elastic half-space, and comparison of results with simple damped oscillator show principal insufficiency of large group of theories frequently applied to problem; experimental results show additional sublinearity of shear modulus of soil, dependent on amplitude of dynamic stress-strain rate; principal difference between effects of dynamic and static load on soil and possible solutions for nature of nonlinear elastic moduli of soil are discussed. (02350)
Nonlinear parameters of vibrating foundations
Review of theories considering vibrating footings on elastic half-space, and comparison of results with simple damped oscillator show principal insufficiency of large group of theories frequently applied to problem; experimental results show additional sublinearity of shear modulus of soil, dependent on amplitude of dynamic stress-strain rate; principal difference between effects of dynamic and static load on soil and possible solutions for nature of nonlinear elastic moduli of soil are discussed. (02350)
Nonlinear parameters of vibrating foundations
ASCE, J Soil Mech Found Div
Ehrler, O.M.C. (author)
1968
16 pages
Article (Journal)
English
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