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Bodenverflüssigung bei Erdbeben - Rechnerischer Nachweis mit Lasteinwirkung und Bodenwiderständen

Author(s):

Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 10, v. 87
Page(s): 604-613
DOI: 10.1002/bate.201010041
Abstract:

Liquefaction due to earthquakes — structural analysis with load actions and soil resistances.

Again and again earthquakes have caused severe personal injuries and damages to property. In case of ground motion sandy subsoils especially in connection with high ground water tables can loose their strength and liquify. Then even solid structures may suffer severe settlements and collaps, even though through many years practically no settlements were noticed. This failure mechanism all over the world is wellknow as "liquefaction", but in daily practice is still handled with some uncertainness. In the following the mechanism of the load actions and the soil resistances during earthquakes will be described and the nowadays common formulas for the structural analyses will be compiled, enabling the assessment, if certain soil conditions will resist a design earthquake without liquefaction or if structural measures will be required.

Keywords:
liquefaction earthquake ground motion soil acceleration horizontal acceleration ground acceleration
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/bate.201010041.
  • About this
    data sheet
  • Reference-ID
    10058371
  • Published on:
    17/11/2010
  • Last updated on:
    13/08/2014
 
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