Versagensform und Nachweisformat beim hydraulischen Grundbruch - Plädoyer für den Terzaghi-Körper
Author(s): |
Benjamin Aulbach
Martin Ziegler |
---|---|
Medium: | journal article |
Language(s): | German |
Published in: | geotechnik, 2014, n. 1, v. 37 |
Page(s): | 6-18 |
DOI: | 10.1002/gete.201300020 |
Abstract: |
Phenomena and design procedure of hydraulic heave - Plea for theTerzaghi-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
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Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10069848 - Published on:
11/03/2014 - Last updated on:
13/08/2014