Publication detail

Modification of Soils for Excavation Work and Underlayer

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

ISBN

1877-7058

Periodical

Procedia Engineering

State

Kingdom of the Netherlands

Pages from

252

Pages to

258

Pages count

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"
}