Detail publikace

Modification of Soils for Excavation Work and Underlayer

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

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"
}