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Detail publikačního výsledku
ČERNÝ, V.; KOCIÁNOVÁ, M.; DIEDERICHS, U.
Originální název
Modification of Soils for Excavation Work and Underlayer
Anglický název
Druh
Stať ve sborníku v databázi WoS či Scopus
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.
Anglický abstrakt
Klíčová slova
Soil, stabilization, lime, cement, plasticizing additives
Klíčová slova v angličtině
Autoři
Rok RIV
2018
Vydáno
20.06.2017
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
ISSN
1877-7058
Periodikum
Procedia Engineering
Stát
Spojené království Velké Británie a Severního Irska
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", url="https://doi.org/10.1016/j.proeng.2017.04.551" }