Performance evaluation of Stone Mastic Asphalt (SMA) mixtures with textile waste fibres

Wilder Orlando Rodriguez Mogollon; Jose Julián Rivera; Miguel Sevillano Cerveto; Tania Torres Aponte

Performance evaluation of Stone Mastic Asphalt (SMA) mixtures with textile waste fibres

Wilder Orlando Rodriguez Mogollon
, Jose Julián Rivera
, Miguel Sevillano Cerveto
, Tania Torres Aponte

Research output: Contribution to journal › Article (Contribution to Journal) › peer-review

13 Scopus citations

Abstract

The research evaluates the performance of Stone Mastic Asphalt (SMA) mixtures using residual cotton fibres from the Peruvian textile industry to address the environmental pollution caused by this sector. A reference SMA20 mixture was established with 0.30 % commercial fibre and 6 % asphalt. Subsequently, this fibre was replaced by textile fibre in the same proportions. It was found that 0.20 % textile fibre optimally met the volumetric requirements and binder drainage tests. Performance tests showed that the textile fibre achieved a TSR of 95 %, compared to 82 % for the commercial fibre, and a rutting resistance of 2.82 mm compared to 2.46 mm for the commercial fibre. Additionally, the textile fibre demonstrated a better dynamic modulus at high temperatures. In conclusion, residual Peruvian cotton fibres can efficiently replace commercial fibres in SMA20 mixtures, with 0.20 % being the optimal amount, thus promoting sustainable material reuse.

Original language	English
Article number	139125
Pages (from-to)	1-10
Number of pages	10
Journal	Construction and Building Materials
Volume	455
Issue number	139125
State	Published - 13 Dec 2024

Cite this

@article{4950f2cd8a6a4288884104d82d165671,

title = "Performance evaluation of Stone Mastic Asphalt (SMA) mixtures with textile waste fibres",

abstract = "The research evaluates the performance of Stone Mastic Asphalt (SMA) mixtures using residual cotton fibres from the Peruvian textile industry to address the environmental pollution caused by this sector. A reference SMA20 mixture was established with 0.30 \% commercial fibre and 6 \% asphalt. Subsequently, this fibre was replaced by textile fibre in the same proportions. It was found that 0.20 \% textile fibre optimally met the volumetric requirements and binder drainage tests. Performance tests showed that the textile fibre achieved a TSR of 95 \%, compared to 82 \% for the commercial fibre, and a rutting resistance of 2.82 mm compared to 2.46 mm for the commercial fibre. Additionally, the textile fibre demonstrated a better dynamic modulus at high temperatures. In conclusion, residual Peruvian cotton fibres can efficiently replace commercial fibres in SMA20 mixtures, with 0.20 \% being the optimal amount, thus promoting sustainable material reuse.",

author = "\{Rodriguez Mogollon\}, \{Wilder Orlando\} and Rivera, \{Jose Juli{\'a}n\} and \{Sevillano Cerveto\}, Miguel and \{Torres Aponte\}, Tania",

year = "2024",

month = dec,

day = "13",

language = "Ingl{\'e}s",

volume = "455",

pages = "1--10",

journal = "Construction and Building Materials",

issn = "0950-0618",

publisher = "Elsevier Ltd",

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TY - JOUR

T1 - Performance evaluation of Stone Mastic Asphalt (SMA) mixtures with textile waste fibres

AU - Rodriguez Mogollon, Wilder Orlando

AU - Rivera, Jose Julián

AU - Sevillano Cerveto, Miguel

AU - Torres Aponte, Tania

PY - 2024/12/13

Y1 - 2024/12/13

N2 - The research evaluates the performance of Stone Mastic Asphalt (SMA) mixtures using residual cotton fibres from the Peruvian textile industry to address the environmental pollution caused by this sector. A reference SMA20 mixture was established with 0.30 % commercial fibre and 6 % asphalt. Subsequently, this fibre was replaced by textile fibre in the same proportions. It was found that 0.20 % textile fibre optimally met the volumetric requirements and binder drainage tests. Performance tests showed that the textile fibre achieved a TSR of 95 %, compared to 82 % for the commercial fibre, and a rutting resistance of 2.82 mm compared to 2.46 mm for the commercial fibre. Additionally, the textile fibre demonstrated a better dynamic modulus at high temperatures. In conclusion, residual Peruvian cotton fibres can efficiently replace commercial fibres in SMA20 mixtures, with 0.20 % being the optimal amount, thus promoting sustainable material reuse.

AB - The research evaluates the performance of Stone Mastic Asphalt (SMA) mixtures using residual cotton fibres from the Peruvian textile industry to address the environmental pollution caused by this sector. A reference SMA20 mixture was established with 0.30 % commercial fibre and 6 % asphalt. Subsequently, this fibre was replaced by textile fibre in the same proportions. It was found that 0.20 % textile fibre optimally met the volumetric requirements and binder drainage tests. Performance tests showed that the textile fibre achieved a TSR of 95 %, compared to 82 % for the commercial fibre, and a rutting resistance of 2.82 mm compared to 2.46 mm for the commercial fibre. Additionally, the textile fibre demonstrated a better dynamic modulus at high temperatures. In conclusion, residual Peruvian cotton fibres can efficiently replace commercial fibres in SMA20 mixtures, with 0.20 % being the optimal amount, thus promoting sustainable material reuse.

M3 - Artículo (Contribución a Revista)

SN - 0950-0618

VL - 455

SP - 1

EP - 10

JO - Construction and Building Materials

JF - Construction and Building Materials

IS - 139125

M1 - 139125

ER -