Abstract

The reduction of clinker use is mandatory to lower the negative environmental impact of concrete. In shotcrete mixes, similarly to the case of conventional concrete, the use of supplementary cementitious materials (SCMs) and proper mix design allow for the substitution of clinker without compromising the mechanical properties. However, the impact of the substitution on the durability of shotcrete needs to be further assessed and understood. The results from the present study, obtained from real-scale sprayed concrete applications, show a reduction of the Ca2+ leaching and sintering potential of clinker-reduced shotcrete mixes due to the presence of SCMs. This positive effect, crucial for low maintenance costs of tunnels, is mainly related to a reduced portlandite content, which on the other hand negatively affects the carbonation resistance of shotcrete. Additionally, the hydration of SCMs positively influences the chloride penetration resistance presumably due to a combination of microstructural changes and changes in the chloride binding capacity. Differences found in the pore size distribution of the various mixes have low impact on the determined durability parameters, in particular compared to the effect of inhomogeneities produced during shotcrete application.

Highlights

  • Shotcrete is a type of concrete, which is applied on surfaces by means of a spraying process

  • The results include those from the durability tests as well as those from the additional tests

  • The results from this study clearly indicate that the portlandite content in shotcrete influenced leaching, sintering and carbonation processes

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Summary

Introduction

Shotcrete is a type of concrete, which is applied on surfaces by means of a spraying (shooting) process. On the other hand high pH drainage solutions may precipitate massive calcium carbonate either due to the reaction of dissolved portlandite with hydrogen carbonate (Eq 1) or due to the uptake of CO2 from the atmosphere [26]. Further parameters such as temperature, CO2 partial pressure, Mg2? Content, water mixing, microbial activity, drainage type etc., are known to greatly influence the precipitation of carbonates in tunnel drainages and rates can differ within the same tunnel site [25, 26, 35, 42] Further parameters such as temperature, CO2 partial pressure, Mg2? content, water mixing, microbial activity, drainage type etc., are known to greatly influence the precipitation of carbonates in tunnel drainages and rates can differ within the same tunnel site [25, 26, 35, 42]

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