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MIČA, L. UHRIN, M. MOJŽIŠ, J.
Original Title
Velikost přetvoření v geosyntetické výztuze od vnějšího zatížení
English Title
Geosynthetics Reinforcement Strain Magnitude Mobilised due to External Load
Type
conference paper
Language
Czech
Original Abstract
The contribution is focused on evaluation of axial strain magnitude in geosynthetics reinforcement of base subsoil layers mobilised during static foundation load tests. The strain magnitude was measured using strain gauges. This paper describes the experiences gained during the strain the strain gauges installation and experiments carried out in co-operation with the transport research centre. Considering all the tests the maximum achieved reinforcement strain was 0,5 % with 37 mm corresponding settlement of the curcular foundation plate at 450 MPa soil-foundation contact stress.
English abstract
Key words in English
Geotechnics, soil improvement, geosynthetics, strain
Authors
MIČA, L.; UHRIN, M.; MOJŽIŠ, J.
RIV year
2003
Released
3. 11. 2003
Publisher
Akademické nakladatelství CERM, s.r.o. Brno
Location
Brno
ISBN
80-7204-304-8
Book
Zakládání staveb Brno 2003
Pages from
69
Pages to
74
Pages count
6
BibTex
@inproceedings{BUT14114, author="Lumír {Miča} and Michal {Uhrin} and Július {Mojžiš}", title="Velikost přetvoření v geosyntetické výztuze od vnějšího zatížení", booktitle="Zakládání staveb Brno 2003", year="2003", pages="6", publisher="Akademické nakladatelství CERM, s.r.o. Brno", address="Brno", isbn="80-7204-304-8" }