Aggregates. Origins and characteristics
Article REF: C902 V1

Aggregates. Origins and characteristics

Authors : Pierre DUPONT, Georges AUSSEDAT, Yannick DESCANTES, Jeanne-Sylvine GUEDON

Publication date: August 10, 2007 | Lire en français

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Overview

ABSTRACT

Indispensable to civil engineering, aggregates notably allow for the formation of the skeleton of hydraulic concretes or the structure of pavement layers. This article provides a complete study of aggregates by presenting their origins and characteristics. Aggregates can be natural, artificial or recycled. Where natural, they borrow the igneous, sedimentary and metamorphic properties and characteristics of the rocks they come from. However, only aggregates with interesting geotechnical performances can be valorized.

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AUTHORS

  • Pierre DUPONT: CNAM engineer - Expert responsible for aggregates at SETRA (Technical Research Center for Roads and Highways)

  • Georges AUSSEDAT: Head of Technical Affairs at the National Union of Aggregate Producers

  • Yannick DESCANTES: Doctor of Civil Engineering. State Civil Engineer - Head of Aggregate Testing at the Central Laboratory of Civil Engineering

  • Jeanne-Sylvine GUEDON: Doctor of Petrography and Volcanology. Civil Engineer for the State - Head of the Geology, Rock Mechanics, and Environmental Geotechnics Section at the Central Laboratory of Civil Engineering

 INTRODUCTION

Aggregates are an essential raw material for building and civil engineering, without which it would be impossible to construct buildings using current construction techniques. They form the skeleton of hydraulic concrete and the framework of road surfaces, and their quality largely determines the quality of housing, engineering structures, and roads.

Aggregates are granular materials with dimensions not exceeding 125 mm, plus rock fragments larger than 125 mm but weighing less than or equal to 15 t. They are designated by their smallest and largest dimensions d and D, with the interval d/D being called the granular class. This designation allows for elements to be retained on a square mesh screen with an opening of D (screen D) and others to pass through the screen d, within the permitted standard limits.

Three main families of aggregates are thus defined:

  • the sands, where d = 0 and 2D6,3mm  ;

  • the gravel, where d1 mm and 2D90mm  ;

  • the low frequencies, where d = 0 and 2D90mm .

Fines are the granular fraction that passes through a 0.063 mm sieve.

The aggregates most commonly used in building and civil engineering have a true density of between 2 and 3 Mg/m 3 .

European standards replaced French standards in June 2004, marking the culmination of fifteen years of standardization of aggregates in Europe. Several new developments have significantly changed practices but have had no significant impact on hydraulic concrete and road products: the replacement of woven mesh screens with perforated metal screens with square holes for sizes greater than or equal to 4 mm, the determination of fines using a 0.063 mm screen instead of a 0.080 mm screen, etc.

In this file [C 902v2], we discuss the origins and characteristics of aggregates. In a second file...

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