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Gründungssanierung der Stadtkirche in Dinslaken

Author(s):
Medium: journal article
Language(s): German
Published in: Bautechnik, , n. 1, v. 89
Page(s): 37-47
DOI: 10.1002/bate.201001529
Abstract:

Foundation renovation of the municipal church in Dinslaken

The municipal church of Dinslaken, built in 1720, has been erected on an organic soil with insufficient bearing capacity. In consequence of this, permanent crack formation and building damages occurred continously. In the following practical example the causes of damages are described in particular and advantages and disadvantages of different methods of foundation renovation are compared. Finally the method chosen in respect to the given boundary conditions will be presented.

Keywords:
causes of damages jet grouting foundation renovation methods of foundation renovation press-driven piling system soil conditions Dinslaken (NRW) historic buildings micropiles DIN 1054 building damages
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.201001529.
  • About this
    data sheet
  • Reference-ID
    10066846
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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