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ČERNÝ, V. KOCIÁNOVÁ, M. DIEDERICHS, U.
Original Title
Modification of Soils for Excavation Work and Underlayer
Type
conference paper
Language
English
Original Abstract
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.
Keywords
Soil, stabilization, lime, cement, plasticizing additives
Authors
ČERNÝ, V.; KOCIÁNOVÁ, M.; DIEDERICHS, U.
Released
20. 6. 2017
Publisher
Procedia Engineering (2017)
Location
Brno
ISBN
978-80-02-02701-0
Book
CRRB – 18th INTERNATIONAL CONFERENCE ON REHABILITATION AND RECONSTRUCTION OF BUILDINGS
Edition
Copyright © 2017 Elsevier Ltd. All rights reserved
Edition number
195
1877-7058
Periodical
Procedia Engineering
State
Kingdom of the Netherlands
Pages from
252
Pages to
258
Pages count
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" }