Performance of asphalt concrete mixture (AC-WC) using asphalt added with the waste of rice husk ash

Intari, Dwi Esti; Fathonah, Woelandari; Saputro, Bayu Fajar

doi:10.1088/1757-899x/673/1/012037

Cited by 4 publications

(3 citation statements)

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“…La CBCA también se ha utilizado en la fabricación de bloques de tierra comprimida como estabilizadores independientes, también se evita el uso de estabilizadores primarios como cemento y cal, mientras que la CBCA forma el estabilizador primario en su lugar (23) .…”

Section: Bloques De Suelo Arcilloso Estabilizados Con Cbcaunclassified

La Ceniza de Bagazo de Caña de Azúcar Como Aditivo Estabilizador en Suelos Arcillosos con Fines de Pavimen-tación: Una Revisión Literaria

Pérez

Millones-Chapoñan

Villanueva-Meza

2022

inycomp

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La ceniza de bagazo de caña de azúcar, es un residuo agroindustrial sólido resultante de la quema del bagazo en calderas para cogeneración de energía. El objetivo de estudio del presente artículo de revisión es evaluar sistemáticamente el uso de la ceniza de bagazo de caña de azúcar como componente puzolánico de una nueva aplicación de residuos sostenible para la estabilización de suelos con el propósito de disminuir el impacto ambiental negativo de la construcción. El método utilizado de estudio se basó en un análisis específico en la recopilación de los artículos pertenece al estrato de tiempo de 2017 al 2021; donde están distribuidos de la siguiente manera: 05 artículo de EBSCO, 48 de Scopus, 2 de SciELO y 25de ScienceDirect. En conclusión, de acuerdo al estudio crítico de los resultados encontrados sustentamos que el uso del método de estabilización del suelo mejora con éxito el suelo arcilloso.

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Section: Bloques De Suelo Arcilloso Estabilizados Con Cbcaunclassified

La Ceniza de Bagazo de Caña de Azúcar Como Aditivo Estabilizador en Suelos Arcillosos con Fines de Pavimen-tación: Una Revisión Literaria

Pérez

Millones-Chapoñan

Villanueva-Meza

2022

inycomp

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“…The vigorous development of road construction and maintenance, the continuous increase in traffic volume, and the continuous changes of the local climate and environment in China have necessitated higher requirements for the performance of various aspects of asphalt pavement materials [ 1 , 2 ]. In order to improve the overall performance of asphalt materials, different chemical or physical modifiers are used to add to the base asphalt [ 3 , 4 , 5 , 6 ]. In recent years, some waste recyclable materials [ 7 , 8 ], especially the biomass materials [ 9 , 10 , 11 ], have been introduced into the road engineering field as a good modifier, and they have received more and more attention.…”

Section: Introductionmentioning

confidence: 99%

Evaluation of High-Temperature and Low-Temperature Performances of Lignin–Waste Engine Oil Modified Asphalt Binder and Its Mixture

et al. 2021

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This research aims to explore the high-temperature and low-temperature performances of lignin–waste engine oil-modified asphalt binder and its mixture. For this research, the lignin with two contents (4%, 6%) and waste engine oil with two contents (3%, 5%) were adopted to modify the control asphalt binder (PG 58-28). The high-temperature rheological properties of the lignin–waste engine oil-modified asphalt binder were investigated by the viscosity obtained by the Brookfield viscometer and the temperature sweep test by the dynamic shear rheometer. The low-temperature rheological property of the lignin–waste engine oil-modified asphalt binder was evaluated by the stiffness and m-value at two different temperatures (−18 °C, −12 °C) obtained by the bending beam rheometer. The high-temperature and the low-temperature performances of the lignin–waste engine oil-modified asphalt mixture were explored by the rutting test and low-temperature bending beam test. The results displayed that the rotational viscosity and rutting factor improved with the addition of lignin and decreased with the incorporation of waste engine oil. Adding the lignin into the control asphalt binder enhanced the elastic component while adding the waste engine oil lowered the elastic component of the asphalt binder. The stiffness of asphalt binder LO60 could not meet the requirement in the specification, but the waste engine oil made it reach the requirement based on the bending beam rheometer test. The waste engine oil could enhance the low-temperature performance. The dynamic stabilities of LO40- and LO60-modified asphalt mixture increased by about 9.05% and 17.41%, compared to the control mixture, respectively. The maximum tensile strain of LO45 and LO65 increased by 16.39% and 25.28% compared to that of LO40 and LO60, respectively. The high- and low-temperature performances of the lignin–waste engine oil-modified asphalt LO65 was higher than that of the control asphalt. The dynamic stability had a good linear relationship with viscosity, the rutting factor of the unaged at 58 °C, and the rutting factor of the aged at 58 °C, while the maximum tensile strain had a good linear relationship with m-value at −18 °C. This research provides a theoretical basis for the further applications of lignin–waste engine oil-modified asphalt.

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“…Sedangkan pada pemeriksaan aspal yang dilakukan adalah pemeriksaan kehilangan berat aspal, berat jenis aspal, dan penetrasi aspal. Void memberikan ruang gerak aspal semen dalam campuran yang dipadatkan[5].Kemudian melakukan pembuatan komposisi pada campuran untuk filler abu daun bambu dengan variasi kadar 1-3% [2]. Jika pemeriksaan yang dilakukan sudah memenuhi spesifikasi Standar Nasional Indonesia (SNI) maka tahapan berikutnya yang dilakukan adalah pembuatan benda uji.…”

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Pengaruh Penggunaan Abu Daun Bambu sebagai Filler pada Campuran HRS – WC (Hot Rolled Sheet)

Fathonah

Intari

Ningrum

2021

JIRS

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Perkerasan jalan di Indonesia umumnya menggunakan Lataston atau dikenal dengan istilah Hot Rolled Sheet – Wearing Course (HRS – WC) dimana pada campurannya menggunakan aspal, agregat kasar, abu batu, dan bahan pengisi (filler). Pada penelitian ini menggunakan daun bambu sebagai filler,karena tanaman bambu banyak ditemui di Indonesia terutama di Pulau Jawa. Berdasarkan studi literature, daun bambu memiliki kandungan silika yang hampir sama dengan abu sekam padi. Penelitian ini bertujuan untuk menganalisis pengaruh penggunaan abu daun bambu sebagai filler terhadap karakteristik campuran HRS – WC terdiri dari VIM, VMA, Stabilitas, Flow dan Marshall Quotien. Penelitian ini menggunakan variasi kadar abu daun bambu 1%, 2%, dan 3% terhadap berat campuran dengan varias kadar aspal 6%, 6,5%, 7%, 7,5%, dan 8% pembuatan campuran mengacu pada spesifikasi Bina Marga 2018. Berdasarkan hasil penelitian abu daun bambu mempengaruhi nilai Karakteristik Marshall pada benda uji. Hasil penelitian mendapatkan nilai KAO pada persentase kadar abu daun bambu sebesar 2 % dan kadar aspal 7,5% dengan nilai stabilitas sebesar 1941,67 kg, flow 4,23 mm, VIM 5,10 %, VMA 22,57 % dan marshall quotient sebesar 459,00 kg/mm. Hasil penelitian menunjukkan bahwa abu daun bambu berpengaruh terhadap karakteristik marshall sebagai filler.

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Performance of asphalt concrete mixture (AC-WC) using asphalt added with the waste of rice husk ash

Cited by 4 publications

References 0 publications

La Ceniza de Bagazo de Caña de Azúcar Como Aditivo Estabilizador en Suelos Arcillosos con Fines de Pavimen-tación: Una Revisión Literaria

La Ceniza de Bagazo de Caña de Azúcar Como Aditivo Estabilizador en Suelos Arcillosos con Fines de Pavimen-tación: Una Revisión Literaria

Evaluation of High-Temperature and Low-Temperature Performances of Lignin–Waste Engine Oil Modified Asphalt Binder and Its Mixture

Pengaruh Penggunaan Abu Daun Bambu sebagai Filler pada Campuran HRS – WC (Hot Rolled Sheet)

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