Influence of fibres on the resilient modulus and expansion of clayey subgrade soils

Author:

Madrid Ricardo1ORCID,Mechan Vladimir2,Asto Leonardo3,Barboza Christopher4,Seclen Kassandra4

Affiliation:

1. Carrera de Ingeniería Civil, Grupo de Investigación en Métodos Numéricos y Computacionales, Computación Gráfica y Científica, Instituto de Investigación Científica, Universidad de Lima, Lima, Perú

2. Escuela de Ingeniería Civil, Universidad Industrial de Santander, Bucaramanga, Colombia

3. Carrera de Ingeniería Civil, Instituto de Investigación Científica, Universidad de Lima, Lima, Perú

4. Carrera de Ingeniería Civil, Universidad de Lima, Lima, Perú

Funder

Universidad de Lima

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference36 articles.

1. AASHTO, 2017. T-307-99. Standard method of test for determining the resilient modulus of soils and aggregate materials. Washington, USA: American Association of State Highway and Transportation Officials.

2. Modification of clayey soils using scrap tire rubber and synthetic fibers

3. Arreluce S. and Solis G. 2021. Incorporation of polypropylene fibers as a method of strengthening clayey soils in Palian – Huancayo. Thesys . Peruvian University of Applied Sciences (in Spanish).

4. Assessment of the mechanical properties of peruvian Stipa Obtusa fibers for their use as reinforcement in composite materials

5. Assessment of Ichu fibers as non-expensive thermal insulation system for the Andean regions

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