Use of Sawdust Fibers for Soil Reinforcement: A Review

Author:

Medina-Martinez Carlos J.12ORCID,Sandoval Herazo Luis Carlos3ORCID,Zamora-Castro Sergio A.4ORCID,Vivar-Ocampo Rodrigo5ORCID,Reyes-Gonzalez David2ORCID

Affiliation:

1. Department of Civil Engineering, University of Sucre, Sincelejo 700001, Colombia

2. Division of Postgraduate Studies and Research, Tecnologico Nacional de Mexico/ITS de Misantla, Km 1.8 Carretera a loma de Cojolite, Misantla 93821, Mexico

3. Wetlands and Environmental Sustainability Laboratory, Division of Graduate Studies and Research, Tecnológico Nacional de México/ITS de Misantla, Km 1.8 Carretera a Loma del Cojolite, Misantla 93821, Mexico

4. Facultad de Ingenieria, Universidad Veracruzana, Coatzintla 93164, Mexico

5. Renewable Energy Engineering, Faculty of Engineering Science and Technology, Autonomous University of Baja California, Blvd. Universitario #1000, Valle de las Palmas, Tijuana 21500, Mexico

Abstract

A frequent problem in geotechnics is soils with inadequate physical–mechanical properties to withstand construction work, incurring cost overruns caused by their engineering improvement. The need to improve the engineering properties of soils is not recent. The most common current alternatives are binders such as cement and lime. The climate change observed in recent decades and the uncontrolled emission of greenhouse gases have motivated geotechnical and geoenvironmental researchers to seek mechanisms for soil reinforcement from a more sustainable and environmentally friendly approach by proposing the use of recycled and waste materials. An alternative is natural fibers, which can be obtained as waste from many agro-industrial processes, due to their high availability and low cost. Sawdust, as a by-product of wood processing, has a rough texture that can generate high friction between the fiber and the matrix of the soils, leading to a significant increase in its shearing strength and bearing capacity. This concept of improving the properties of soils using natural fibers distributed randomly is inspired by the natural phenomenon of grass and/or plants that, when growing on a slope, can effectively stabilize the said slope.

Publisher

MDPI AG

Subject

Mechanics of Materials,Biomaterials,Civil and Structural Engineering,Ceramics and Composites

Reference130 articles.

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3. Duque Escobar, G., and Escobar Potes, C.E. (2016). Ingeniería Civil, Universidad Nacional de Colombia.

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