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Simple physical models of sand liquifaction and flow failure induced by earthquakes

Srbulov M.

Articolo Immagine

ISSN:

0394-5103

Rivista:

European Earthquake Engineering

Anno:

2005

Numero:

3

Fascicolo:

European Earthquake Engineering N.3/2005

Articoli dello stesso fascicolo

Khoshnoudian F., Hashemi M.A. - Influence of possible foundation uplift on the seismic beaviour of tall buildings for horizontal tabas record

Iskhakov I, Ribakov Y. - Influence of Various Reinforcing Arrangements and of Gravitation Stresses on Hysteretic Behavior of RC Sections

Srbulov M. - Simple physical models of sand liquifaction and flow failure induced by earthquakes

Srbulov M. - Simplified analyses of soil lateral forces on retaining walls during earthquakes

Ghaemian M., Noorzad A., Moradi Moghaddam M.R. - Foundation effect on seismic response of concrete arch dams including dam-reservoir interaction

Khan R.A., Datta T.K., Ahmad S. - Fragility analysis of cable stayed bridges

- Letters to the Editor

Articoli dello stesso autore

Srbulov M. - Forensic Geotecnical Earthquake Engineering for Long-Term Sismic Hazard Assessment

Srbulov M. - A note on possible influence of seismic wave propagation on tunnels, shafts and piles

Srbulov M. - A bouncing ball model of rock falls triggered by earthquakes

Srbulov M. - Simplified analysis of the peak horizontal acceleration of pile caps and caisson tops

Srbulov M. - A simple discrete element model of gravity wall response to earthquakes

Srbulov M. - A note on one-dimensional analysis of the peak horizontal accelerations near the edges of sediment basins

Srbulov M. - The use of observational method for short-term seismic hazard assessment

Srbulov M. - Simplified analyses of soil lateral forces on retaining walls during earthquakes

Srbulov M. - One one-dimesional analysis of horizontal peak acceleration at the surface of sediment-filled basins

Srbulov M. - An assessment of the horizontal peak foundation acceleration based on spectral acceleration of equivalent SDOFO

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