Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement

In this study, bottom ash (BA) was used in ground improvement to conserve natural resources and promote sustainability. The effect of the fineness of BA on the properties of a geopolymer and the bearing capacity (qu) performance of embankment resting on the BA-based geopolymer columns (BAGC) was eva...

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Published in:TRANSPORTATION GEOTECHNICS
Main Authors: Ullah, Arshad; Kassim, Azman; Rashid, Ahmad Safuan A.; Huang, Yu; Yunus, Nor Zurairahetty Mohd; Zhu, Chongqiang; Khan, Ilyas; Apandi, Nazirah Mohd
Format: Article
Language:English
Published: ELSEVIER 2025
Subjects:
Online Access:https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001389388900001
author Ullah
Arshad; Kassim
Azman; Rashid
Ahmad Safuan A.; Huang
Yu; Yunus
Nor Zurairahetty Mohd; Zhu
Chongqiang; Khan
Ilyas; Apandi
Nazirah Mohd
spellingShingle Ullah
Arshad; Kassim
Azman; Rashid
Ahmad Safuan A.; Huang
Yu; Yunus
Nor Zurairahetty Mohd; Zhu
Chongqiang; Khan
Ilyas; Apandi
Nazirah Mohd
Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
Engineering
author_facet Ullah
Arshad; Kassim
Azman; Rashid
Ahmad Safuan A.; Huang
Yu; Yunus
Nor Zurairahetty Mohd; Zhu
Chongqiang; Khan
Ilyas; Apandi
Nazirah Mohd
author_sort Ullah
spelling Ullah, Arshad; Kassim, Azman; Rashid, Ahmad Safuan A.; Huang, Yu; Yunus, Nor Zurairahetty Mohd; Zhu, Chongqiang; Khan, Ilyas; Apandi, Nazirah Mohd
Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
TRANSPORTATION GEOTECHNICS
English
Article
In this study, bottom ash (BA) was used in ground improvement to conserve natural resources and promote sustainability. The effect of the fineness of BA on the properties of a geopolymer and the bearing capacity (qu) performance of embankment resting on the BA-based geopolymer columns (BAGC) was evaluated. The unconfined compressive strength (UCS) test and mineralogical, microstructural, and elemental analysis were carried out for the BA-based geopolymer (BAG) prepared with a different fineness of BA. Laboratory scale experiments and numerical analysis were performed on the soft soil reinforced with two column length to diameter ratios (L/ d) of 6 and 8 and three column spacing to diameter ratios (s/d) of 1.8, 2.4, and 3.6. The UCS test results depict that UCS values significantly increased with the increase in the fineness of BA and satisfy the minimum strength requirement (1034 kPa) for the ground improvement project. The mineralogical analysis, microstructure, and elemental characterization showed that increasing BA fineness resulted in more BA decomposition and a denser geopolymer matrix. The results achieved from the laboratory scale experiments and numerical simulations showed that ultimate bearing capacity (qult) is enhanced by decreasing the s/d and enlarging the L/d values. Moreover, a mathematical expression with R2 of 0.999 was developed to predict qult. This study shows that BAbased geopolymer can be used to improve soft ground with substantial environmental benefits.
ELSEVIER
2214-3912

2025
50

10.1016/j.trgeo.2024.101463
Engineering

WOS:001389388900001
https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001389388900001
title Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
title_short Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
title_full Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
title_fullStr Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
title_full_unstemmed Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
title_sort Strength development of bottom ash based geopolymer and their application in columns to improve soft soil underneath embankment: Achieving sustainability in ground improvement
container_title TRANSPORTATION GEOTECHNICS
language English
format Article
description In this study, bottom ash (BA) was used in ground improvement to conserve natural resources and promote sustainability. The effect of the fineness of BA on the properties of a geopolymer and the bearing capacity (qu) performance of embankment resting on the BA-based geopolymer columns (BAGC) was evaluated. The unconfined compressive strength (UCS) test and mineralogical, microstructural, and elemental analysis were carried out for the BA-based geopolymer (BAG) prepared with a different fineness of BA. Laboratory scale experiments and numerical analysis were performed on the soft soil reinforced with two column length to diameter ratios (L/ d) of 6 and 8 and three column spacing to diameter ratios (s/d) of 1.8, 2.4, and 3.6. The UCS test results depict that UCS values significantly increased with the increase in the fineness of BA and satisfy the minimum strength requirement (1034 kPa) for the ground improvement project. The mineralogical analysis, microstructure, and elemental characterization showed that increasing BA fineness resulted in more BA decomposition and a denser geopolymer matrix. The results achieved from the laboratory scale experiments and numerical simulations showed that ultimate bearing capacity (qult) is enhanced by decreasing the s/d and enlarging the L/d values. Moreover, a mathematical expression with R2 of 0.999 was developed to predict qult. This study shows that BAbased geopolymer can be used to improve soft ground with substantial environmental benefits.
publisher ELSEVIER
issn 2214-3912

publishDate 2025
container_volume 50
container_issue
doi_str_mv 10.1016/j.trgeo.2024.101463
topic Engineering
topic_facet Engineering
accesstype
id WOS:001389388900001
url https://www-webofscience-com.uitm.idm.oclc.org/wos/woscc/full-record/WOS:001389388900001
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