Fibre reinforcement in earthen construction materials

Author:

Readle Douglas1,Coghlan Sarah2,Smith Jonathan C.2,Corbin Andrew2,Augarde Charles E.2

Affiliation:

1. AECOM, Croydon, UK; Formerly School of Engineering and Computing Sciences, Durham University, Durham, UK

2. School of Engineering and Computing Sciences, Durham University, Durham, UK

Abstract

Earthen construction materials are generally brittle with low tensile strength. To deal with this in practice, it is often proposed that reinforcement be added in the form of fibres of various materials. Construction in earthquake-prone parts of the world is thought to benefit from this form of reinforcement, and indeed fibres (in the form of straw) are a key part of many adobe (unit-based) materials. To remain in harmony with the generally excellent environmental credentials of these materials, the reinforcement should be obtained from a natural material ideally obtained as a waste stream, so natural fibres are often chosen. While some studies have been published on the macroscopic mechanical behaviour of reinforced earthen materials, little is known of what is happening at the interface between the soil matrix and the fibres. In this paper, the authors present laboratory-based studies that attempt to fill this gap, covering pull-out behaviour of natural fibres embedded in earthen construction materials, both stabilised and unstabilised.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,General Materials Science,Civil and Structural Engineering

Reference30 articles.

1. Load Transfer Mechanism in Pull-Out Tests

2. Effect of fibres on the mechanical properties of clayey soil

3. Earthen construction: A geotechnical engineering perspective

4. Bargh J (2010) Geotechnical Properties of Cob. MEng dissertation, School of Engineering and Computing Sciences, Durham University, Durham, UK.

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