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Title: Long-term strength and porosity of mortars based on ettringite binder // Magazine of Civil Engineering. – 2023. – С. 11802
Creators: Nguyen N. L.; Georgin J. F. G.; Prud'Homme E. P.
Imprint: 2023
Collection: Общая коллекция
Subjects: Строительство; Строительные материалы и изделия; building solutions; porosity of mortars; strength of mortars; ettringite binder; ettringite; durability of ettringite; строительные растворы; пористость строительных растворов; прочность строительных растворов; эттрингитовое вяжущее; эттрингит; долговечность эттрингита
UDC: 691
LBC: 38.3
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.118.2
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\70490

Allowed Actions: Read Download (408 Kb)

Group: Anonymous

Network: Internet

Annotation

Ettringite binder is widely used in mortars for technical applications such as patching mortars, self-leveling screeds, repair mortars thanks to their fast hardening ability and high early strength. However, depending on the amount and types of raw materials used in the composition, the properties of these types of binder have different behaviors at early-age and at long term. In this work, the influence of the nature and dosage of calcium sulfate in ettringite binder on the long-term strength of mortar in different curing conditions was determined. The results showed that the increase of calcium sulfate content in ettringite binder from 10-25 % improves the strength of mortars regardless of the calcium sulfate nature. In all curing conditions (endogenous, drying, outdoor), the strength of ettringite mortars with anhydrite is smaller than that of mortars containing hemihydrate. There is no major difference in the porosity of the mortars in different types of curing conditions before 28 days. However, after 28 days the porosity of mortar in drying condition is about 2-3 % higher than that of the mortars in endogenous and outdoor conditions.

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Table of Contents

  • Long-term strength and porosity of mortars based on ettringite binder
    • 1. Introduction
    • 2. Materials and Methods
      • 2.1. Materials
      • 2.2. Formulation of ettringite mortars
      • 2.3. Research methods
    • 2.3.1. Experimental conditions
    • 2.3.2. Compressive strength and flexural strength
    • 2.3.3. Mercury intrusion porosimetry test
    • 3. Results and Discussion
      • 3.1. Observation of ettringite mortars
      • 3.2. Impact of curing conditions on the mechanical strength
      • 3.3. Impact of curing conditions on the porosity of ettringite mortars
    • 4. Conclusions

Included in

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. — Периодичность: 8 раз в год. — Выходит с 2020 г. — Загл. с титул. экрана. — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — Текст: электронный

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. № 2 (118), 2023. — 1 файл (10,3 Мб). — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — <URL:http://elib.spbstu.ru/dl/2/j23-27.pdf>.

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