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Utilization of slag-alkaline cement as a grouting medium in hydrotechnical construction

Utilization de ciment alcalin au laitier pour les injections dans les constructions hydrotechniques

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Bulletin of the International Association of Engineering Geology - Bulletin de l'Association Internationale de Géologie de l'Ingénieur Aims and scope Submit manuscript

Abstract

One of the main factors which determine the failure-free operation of a hydrotechnical object, a dam, is reduction of water filtration through basement rocks and the dam structure. During the last ten years, slag-alkaline cement was used as a grouting medium in the creation of the antifiltration screens of selected dams built in Poland. Field as well as laboratory results have proved the rightness of accepted assumptions and high efficacy of the rock mass grouting in the basement and dam structure.

The aim of this paper is to present the preliminary results of research effectiveness and advisability of the utilization of slag-alkaline cement in antifiltration screens

Résumé

L'un des principaux facteurs déterminants lors de la construction d'ouvrages hydrotechniques tels que les barrages, est la réduction des fuites d'eau à travers les roches du substratum et à travers la structure elle-même. Durant ces dernières années, du ciment alcalin au laitier a été utilisé en injections pour réaliser des écrans anti-filtration dans plusieurs barrages en Pologne. Les résultats obtenus in situ et en laboratoire ont prouvé la haute efficacité de cette méthode. Les premiers résultats sont présentés dans cet article.

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Authors and Affiliations

  1. Mineral and Energy Economy Research Centre, Polish Academy of Sciences, Kraków, Poland

    Dziewański J.

  2. Academy of Mining and Metallurgy, Kraków, Poland

    Brylicki W. & Pawlikowski M.

Authors
  1. Dziewański J.
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  2. Brylicki W.
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  3. Pawlikowski M.
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Dziewański, J., Brylicki, W. & Pawlikowski, M. Utilization of slag-alkaline cement as a grouting medium in hydrotechnical construction. Bulletin of the International Association of Engineering Geology 22, 65–70 (1980). https://doi.org/10.1007/BF02600655

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  • DOI: https://doi.org/10.1007/BF02600655

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