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Role of industrial based precursors in the stabilization of weak soils with geopolymer - A review

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62156489%3A43210%2F22%3A43920978" target="_blank" >RIV/62156489:43210/22:43920978 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.1016/j.cscm.2022.e00886" target="_blank" >https://doi.org/10.1016/j.cscm.2022.e00886</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.cscm.2022.e00886" target="_blank" >10.1016/j.cscm.2022.e00886</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Role of industrial based precursors in the stabilization of weak soils with geopolymer - A review

  • Original language description

    The performance and durability of any building component do not only depend on the quality of construction material used but is also defined by the ground condition beneath the structural foundation. Soil properties are difficult to predict and change depending on the soil profile location. Expansive soils, sulfur-rich soils, and hydrocarbon-contaminated soils are considered the most vulnerable due to their sudden shrink-swell assets, pollutants, and complex clay mineral contents. Soil untreated for engineering applications has never been recommended. Numerous geotechnical techniques and natural or man-made additives are available to improve the engineering performance of these soils. But most of those techniques are obsolete due to poor performance. To elucidate this, in recent years, the geopolymer has been introduced in the form of an alkaline activated solution as an alteration to the conservative methods of soil stabilization. It was also hoped that using geopolymer in soil stabilisation would reduce resource exploitation and pollution and improve expansive soil engineering performance. This review examined whether strengthening poorly stabilised soil can improve engineering performance while minimising environmental impacts. The objective of the review was to analyse whether they could be accomplished by accumulating different industrial precursor additives or activators with an alkaline activated solution for soil mechanical behaviour improvement.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20701 - Environmental and geological engineering, geotechnics

Result continuities

  • Project

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2022

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Case Studies in Construction Materials

  • ISSN

    2214-5095

  • e-ISSN

    2214-5095

  • Volume of the periodical

    16

  • Issue of the periodical within the volume

    June

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    17

  • Pages from-to

    "e00886"

  • UT code for WoS article

    000788074500004

  • EID of the result in the Scopus database

    2-s2.0-85122763610