Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash
The construction of coastal areas generates a substantial volume of waste marine clay (WMC), which poses environmental and safety challenges during the stockpiling process. The improved preparation of WMC as roadbed materials emerges as a crucial pathway for resource utilization. However, the engine...
Saved in:
| Main Authors: | , , , , , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2025-05-01
|
| Series: | Journal of Rock Mechanics and Geotechnical Engineering |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S1674775524002105 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| _version_ | 1849321720532434944 |
|---|---|
| author | Saiou Fu Ping Wang Shiyu Liu Qianshen Ding Lei Lang Lijun Han Xin Chen Jiangshan Li |
| author_facet | Saiou Fu Ping Wang Shiyu Liu Qianshen Ding Lei Lang Lijun Han Xin Chen Jiangshan Li |
| author_sort | Saiou Fu |
| collection | DOAJ |
| description | The construction of coastal areas generates a substantial volume of waste marine clay (WMC), which poses environmental and safety challenges during the stockpiling process. The improved preparation of WMC as roadbed materials emerges as a crucial pathway for resource utilization. However, the engineering performance and durability of roadbed materials prepared from WMC have always been a concern for scholars and engineers. This study employs alkali-activated ground granulated blast-furnace slag (GGBFS) and municipal solid waste incineration bottom ash (MSWIBA) to solidify WMC for preparation of the roadbed materials. The results showed that the combined utilization of alkali-activated GGBFS and MSWIBA to improve WMC can meet the environmental and mechanical requirements of roadbed materials. The incorporation of 5–20% MSWIBA could improve the water stability coefficient and California bearing ratio to more than 85% and 80%, respectively. The durability of roadbed material was significantly improved by addition of MSWIBA. After 12 dry–wet cycles, the strength of the material without MSWIBA and with 5% MSWIBA was 0 and 2.87 MPa, respectively. Following analysis of engineering properties and durability, the optimal dosage of MSWIBA was determined to be 5%. The enhanced durability can be attributed to the optimization of material gradation and pore structure achieved through the incorporation of a small quantity of MSWIBA. The carbon emission and normalized global warming potentials of roadbed material treated by MSWIBA and GGBFS were much lower than that of cementitious binders such as ordinary Portland cement. These findings indicate that MSWIBA has the potential to substitute natural aggregates like sand and gravel, effectively improving the durability of roadbed materials and promoting the safe and efficient recycling of solid waste resources. |
| format | Article |
| id | doaj-art-7631acf2ce6b4f0da2f2a20c8668e64b |
| institution | Kabale University |
| issn | 1674-7755 |
| language | English |
| publishDate | 2025-05-01 |
| publisher | Elsevier |
| record_format | Article |
| series | Journal of Rock Mechanics and Geotechnical Engineering |
| spelling | doaj-art-7631acf2ce6b4f0da2f2a20c8668e64b2025-08-20T03:49:41ZengElsevierJournal of Rock Mechanics and Geotechnical Engineering1674-77552025-05-011753243325210.1016/j.jrmge.2024.05.007Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ashSaiou Fu0Ping Wang1Shiyu Liu2Qianshen Ding3Lei Lang4Lijun Han5Xin Chen6Jiangshan Li7College of Civil Engineering, Liaoning Technical University, Fuxin, 123000, China; State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, ChinaState Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China; Corresponding author.The construction of coastal areas generates a substantial volume of waste marine clay (WMC), which poses environmental and safety challenges during the stockpiling process. The improved preparation of WMC as roadbed materials emerges as a crucial pathway for resource utilization. However, the engineering performance and durability of roadbed materials prepared from WMC have always been a concern for scholars and engineers. This study employs alkali-activated ground granulated blast-furnace slag (GGBFS) and municipal solid waste incineration bottom ash (MSWIBA) to solidify WMC for preparation of the roadbed materials. The results showed that the combined utilization of alkali-activated GGBFS and MSWIBA to improve WMC can meet the environmental and mechanical requirements of roadbed materials. The incorporation of 5–20% MSWIBA could improve the water stability coefficient and California bearing ratio to more than 85% and 80%, respectively. The durability of roadbed material was significantly improved by addition of MSWIBA. After 12 dry–wet cycles, the strength of the material without MSWIBA and with 5% MSWIBA was 0 and 2.87 MPa, respectively. Following analysis of engineering properties and durability, the optimal dosage of MSWIBA was determined to be 5%. The enhanced durability can be attributed to the optimization of material gradation and pore structure achieved through the incorporation of a small quantity of MSWIBA. The carbon emission and normalized global warming potentials of roadbed material treated by MSWIBA and GGBFS were much lower than that of cementitious binders such as ordinary Portland cement. These findings indicate that MSWIBA has the potential to substitute natural aggregates like sand and gravel, effectively improving the durability of roadbed materials and promoting the safe and efficient recycling of solid waste resources.http://www.sciencedirect.com/science/article/pii/S1674775524002105Municipal solid waste incineration bottom ashWaste marine clayRoadbed materialDurability |
| spellingShingle | Saiou Fu Ping Wang Shiyu Liu Qianshen Ding Lei Lang Lijun Han Xin Chen Jiangshan Li Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash Journal of Rock Mechanics and Geotechnical Engineering Municipal solid waste incineration bottom ash Waste marine clay Roadbed material Durability |
| title | Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash |
| title_full | Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash |
| title_fullStr | Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash |
| title_full_unstemmed | Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash |
| title_short | Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash |
| title_sort | treatment of waste marine clay by alkaline activated ground granulated blast furnace slag and municipal solid waste incineration bottom ash |
| topic | Municipal solid waste incineration bottom ash Waste marine clay Roadbed material Durability |
| url | http://www.sciencedirect.com/science/article/pii/S1674775524002105 |
| work_keys_str_mv | AT saioufu treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT pingwang treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT shiyuliu treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT qianshending treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT leilang treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT lijunhan treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT xinchen treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash AT jiangshanli treatmentofwastemarineclaybyalkalineactivatedgroundgranulatedblastfurnaceslagandmunicipalsolidwasteincinerationbottomash |