0
  • DE
  • EN
  • FR
  • International Database and Gallery of Structures

Advertisement

Versagensform und Nachweisformat beim hydraulischen Grundbruch - Plädoyer für den Terzaghi-Körper

Author(s):

Medium: journal article
Language(s): German
Published in: geotechnik, , n. 1, v. 37
Page(s): 6-18
DOI: 10.1002/gete.201300020
Abstract:

Phenomena and design procedure of hydraulic heave - Plea for the

Terzaghi-body. These days the phenomena of hydraulic heave and the way of verification of resistance to failure by hydraulic heave have been discussed on several conferences. This paper gives an overview of model tests beginning with Karl Terzaghi up to today. Different model tests as well as own numerical investigations show that the so called Terzaghi-body is a well-fitting model. It sufficiently describes the phenomena of hydraulic heave in non-cohesive soil and thus normally should be used for the verification of resistance to failure by hydraulic heave. Only for cohesive soils or special conditions like surcharge filters and bleeder wells more detailed models and methods should be applied.

Keywords:
hydraulic heave construction pit body of failure proof safety
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/gete.201300020.
  • About this
    data sheet
  • Reference-ID
    10069848
  • Published on:
    11/03/2014
  • Last updated on:
    13/08/2014
 
Structurae cooperates with
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine