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Geotechnical and Geological Engineering

Erschienen in:

01.10.2013 | Original paper

Engineering Properties, Microstructure and Strength Development of Lightweight Concrete Containing Pumice Aggregates

verfasst von: A. I. M. Ismail, M. S. Elmaghraby, H. S. Mekky

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 5/2013

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Abstract

Lightweight aggregate concretes are widely incorporated in construction and development. This study presented an experimental investigation on the engineering properties of volcanic pumice lightweight aggregates concretes. Three groups of lightweight concretes: 1—coarse pumice aggregates (2–6 mm), 2—course pumice aggregates (2–6 mm)/sand size pumice aggregates and 3—course pumice aggregates (2–6 mm)/sand fraction were built and the physical/mechanical aspects of them were studied. The results of the compressive strength, density, water absorption, pH and shrinkage showed that these lightweight concretes were affected by the type of aggregates, the cement paste and the interfacial zone between cement and aggregates. One grain size pumice (2–6 mm) showed best compressive strength (65 kg/cm²), density of 0.60 g/cm³, linear shrinkage 0.4 % and high water absorption 29.73 %. Strength minerals represented by calcium-silicate-hydrate (CSH) and calcium-aluminate-hydrate (CAH) leading the concrete strength.

Vorheriger Artikel Prediction of Probabilistic Settlements by the Perturbation-Based Spectral Stochastic Meshless Local Petrov–Galerkin Method

Nächster Artikel Development of a New Index to Assess the Rock Mass Drillability

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Titel: Engineering Properties, Microstructure and Strength Development of Lightweight Concrete Containing Pumice Aggregates
verfasst von: A. I. M. Ismail
M. S. Elmaghraby
H. S. Mekky
Publikationsdatum: 01.10.2013
Verlag: Springer Netherlands
Erschienen in: Geotechnical and Geological Engineering / Ausgabe 5/2013
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI: https://doi.org/10.1007/s10706-013-9671-1

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