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ČERNÝ, V. KOCIÁNOVÁ, M. DIEDERICHS, U.
Originální název
Modification of Soils for Excavation Work and Underlayer
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
The paper describes the possibility of soil liquefaction, which would be further used in the form of self-compaction grout. These grouts would be used as a basis for utility lines at lower cost and without unnecessary waste. A prerequisite is that the soil is stabilized by a suitable stabilizer, which should increase the strength of the composite. The composite will be necessary liquefy by using water and a suitable plasticizer additives. Self-compacting grouts can be used as a underlayer for floors. Modification of the underlying layer is performed by using appropriate kinds of binders.
Klíčová slova
Soil, stabilization, lime, cement, plasticizing additives
Autoři
ČERNÝ, V.; KOCIÁNOVÁ, M.; DIEDERICHS, U.
Vydáno
20. 6. 2017
Nakladatel
Procedia Engineering (2017)
Místo
Brno
ISBN
978-80-02-02701-0
Kniha
CRRB – 18th INTERNATIONAL CONFERENCE ON REHABILITATION AND RECONSTRUCTION OF BUILDINGS
Edice
Copyright © 2017 Elsevier Ltd. All rights reserved
Číslo edice
195
ISSN
1877-7058
Periodikum
Procedia Engineering
Stát
Nizozemsko
Strany od
252
Strany do
258
Strany počet
7
URL
https://doi.org/10.1016/j.proeng.2017.04.551
BibTex
@inproceedings{BUT137942, author="Vít {Černý} and Magdaléna {Michalčíková} and Ulrich Martin {Diederichs}", title="Modification of Soils for Excavation Work and Underlayer", booktitle="CRRB – 18th INTERNATIONAL CONFERENCE ON REHABILITATION AND RECONSTRUCTION OF BUILDINGS", year="2017", series="Copyright © 2017 Elsevier Ltd. All rights reserved", journal="Procedia Engineering", number="195", pages="252--258", publisher="Procedia Engineering (2017)", address="Brno", doi="10.1016/j.proeng.2017.04.551", isbn="978-80-02-02701-0", issn="1877-7058", url="https://doi.org/10.1016/j.proeng.2017.04.551" }