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ČERNÝ, V.; KOCIÁNOVÁ, M.; DIEDERICHS, U.
Original Title
Modification of Soils for Excavation Work and Underlayer
English Title
Type
Paper in proceedings (conference paper)
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.
English abstract
Keywords
Soil, stabilization, lime, cement, plasticizing additives
Key words in English
Authors
RIV year
2018
Released
20.06.2017
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
1877-7058
Periodical
Procedia Engineering
State
United Kingdom of Great Britain and Northern Ireland
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", url="https://doi.org/10.1016/j.proeng.2017.04.551" }