Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases

Incineration is the most commonly employed alternate disposal strategy of biomedical waste across the globe, which produces Biomedical Waste Incinerated Fly Ash (BMWIFA). BMWIFA is often disposed of in landfills to prevent environmental contamination. Due to limited space and the high cost of land d...

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Main Authors: Ramulu Gugulothu, Shankar Sabavath
Format: Article
Language:English
Published: Semnan University 2025-02-01
Series:Journal of Rehabilitation in Civil Engineering
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Online Access:https://civiljournal.semnan.ac.ir/article_8899_773630a562ddba61d87f23d4a04808f6.pdf
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author Ramulu Gugulothu
Shankar Sabavath
author_facet Ramulu Gugulothu
Shankar Sabavath
author_sort Ramulu Gugulothu
collection DOAJ
description Incineration is the most commonly employed alternate disposal strategy of biomedical waste across the globe, which produces Biomedical Waste Incinerated Fly Ash (BMWIFA). BMWIFA is often disposed of in landfills to prevent environmental contamination. Due to limited space and the high cost of land disposal, recycling methods and ash reuse in various systems have been developed. Therefore, the present study evaluates the performance of BMWIFA and Ordinary Portland Cement (OPC) blends as stabilizing agents for the base layers of low-volume roads (LVRs). Different trial mixes of crushed aggregate (CA), BMWIFA, and OPC were tested to find the optimum mix. The stabilizer content was considered to be 3.0%, 5.0%, and 7.0% of the total dry weight of the mix, in which the BMWIFA (a)/OPC (c) ratio is taken as 100/0, 80/20, 60/40, 40/60, 20/80, and 0/100 in each percentage of stabilizer. Optimum values of compaction characteristics were used for strength evaluations of mixes in terms of unconfined compressive strength (UCS) and indirect tensile strength (ITS) at 7, 14, and 28 days of air curing. The mix proportions 97% CA, 95% CA, and 93% CA stabilized with 3% (a/c = 20/80), 5% (a/c = 40/60), 7% (a/c = 60/40) binders respectively, satisfied the 7-day UCS requirements (3MPa) according to the Ministry of Rural Development (MoRD) for LVR cement-treated bases and were found durable. Furthermore, the Toxicity Characteristics Leaching Procedure (TCLP) analysis for various heavy metals reveals that the CA, BMWIFA, and OPC compositions were non-hazardous materials. Finally, this study's findings recommend the use of BMWIFA and OPC blends as stabilizers in low-volume road construction.
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spelling doaj-art-facddaa396ca4085b53537f17695582f2025-08-20T02:01:05ZengSemnan UniversityJournal of Rehabilitation in Civil Engineering2345-44152345-44232025-02-01131799510.22075/jrce.2024.32082.19168899Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road BasesRamulu Gugulothu0Shankar Sabavath1Ph.D. Candidate, Department of Civil Engineering, National Institute of Technology, Warangal, IndiaProfessor, Faculty of Civil Engineering, National Institute of Technology, Warangal, IndiaIncineration is the most commonly employed alternate disposal strategy of biomedical waste across the globe, which produces Biomedical Waste Incinerated Fly Ash (BMWIFA). BMWIFA is often disposed of in landfills to prevent environmental contamination. Due to limited space and the high cost of land disposal, recycling methods and ash reuse in various systems have been developed. Therefore, the present study evaluates the performance of BMWIFA and Ordinary Portland Cement (OPC) blends as stabilizing agents for the base layers of low-volume roads (LVRs). Different trial mixes of crushed aggregate (CA), BMWIFA, and OPC were tested to find the optimum mix. The stabilizer content was considered to be 3.0%, 5.0%, and 7.0% of the total dry weight of the mix, in which the BMWIFA (a)/OPC (c) ratio is taken as 100/0, 80/20, 60/40, 40/60, 20/80, and 0/100 in each percentage of stabilizer. Optimum values of compaction characteristics were used for strength evaluations of mixes in terms of unconfined compressive strength (UCS) and indirect tensile strength (ITS) at 7, 14, and 28 days of air curing. The mix proportions 97% CA, 95% CA, and 93% CA stabilized with 3% (a/c = 20/80), 5% (a/c = 40/60), 7% (a/c = 60/40) binders respectively, satisfied the 7-day UCS requirements (3MPa) according to the Ministry of Rural Development (MoRD) for LVR cement-treated bases and were found durable. Furthermore, the Toxicity Characteristics Leaching Procedure (TCLP) analysis for various heavy metals reveals that the CA, BMWIFA, and OPC compositions were non-hazardous materials. Finally, this study's findings recommend the use of BMWIFA and OPC blends as stabilizers in low-volume road construction.https://civiljournal.semnan.ac.ir/article_8899_773630a562ddba61d87f23d4a04808f6.pdfstabilizeropcbmwifadurabilityheavy metal analysis
spellingShingle Ramulu Gugulothu
Shankar Sabavath
Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
Journal of Rehabilitation in Civil Engineering
stabilizer
opc
bmwifa
durability
heavy metal analysis
title Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
title_full Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
title_fullStr Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
title_full_unstemmed Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
title_short Performance Evaluation of Bio-Medical Waste Incinerated Ash and Cement Blend as Stabilizing Agent for Low Volume Road Bases
title_sort performance evaluation of bio medical waste incinerated ash and cement blend as stabilizing agent for low volume road bases
topic stabilizer
opc
bmwifa
durability
heavy metal analysis
url https://civiljournal.semnan.ac.ir/article_8899_773630a562ddba61d87f23d4a04808f6.pdf
work_keys_str_mv AT ramulugugulothu performanceevaluationofbiomedicalwasteincineratedashandcementblendasstabilizingagentforlowvolumeroadbases
AT shankarsabavath performanceevaluationofbiomedicalwasteincineratedashandcementblendasstabilizingagentforlowvolumeroadbases