CLC number:
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2024-08-20
Cited: 0
Clicked: 1152
Han-Lin WANG, Cheng-Shuang YIN, Qian-Yi ZHANG, Qi-Wei LIU, Zhen-Yu YIN, Dong-Xing XUAN, Askar KHASANOV. Monotonic mechanical behaviour of compacted completely decomposed granite with various inclusion levels of incineration bottom ash[J]. Journal of Zhejiang University Science A, 2024, 25(8): 670-679.
@article{title="Monotonic mechanical behaviour of compacted completely decomposed granite with various inclusion levels of incineration bottom ash",
author="Han-Lin WANG, Cheng-Shuang YIN, Qian-Yi ZHANG, Qi-Wei LIU, Zhen-Yu YIN, Dong-Xing XUAN, Askar KHASANOV",
journal="Journal of Zhejiang University Science A",
volume="25",
number="8",
pages="670-679",
year="2024",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A2300514"
}
%0 Journal Article
%T Monotonic mechanical behaviour of compacted completely decomposed granite with various inclusion levels of incineration bottom ash
%A Han-Lin WANG
%A Cheng-Shuang YIN
%A Qian-Yi ZHANG
%A Qi-Wei LIU
%A Zhen-Yu YIN
%A Dong-Xing XUAN
%A Askar KHASANOV
%J Journal of Zhejiang University SCIENCE A
%V 25
%N 8
%P 670-679
%@ 1673-565X
%D 2024
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A2300514
TY - JOUR
T1 - Monotonic mechanical behaviour of compacted completely decomposed granite with various inclusion levels of incineration bottom ash
A1 - Han-Lin WANG
A1 - Cheng-Shuang YIN
A1 - Qian-Yi ZHANG
A1 - Qi-Wei LIU
A1 - Zhen-Yu YIN
A1 - Dong-Xing XUAN
A1 - Askar KHASANOV
J0 - Journal of Zhejiang University Science A
VL - 25
IS - 8
SP - 670
EP - 679
%@ 1673-565X
Y1 - 2024
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.A2300514
Abstract: Completely decomposed granite (CDG) is widely distributed in South China (Xu et al., 2022; Wang et al., 2023). The parent granite rock mass gradually loses features during the weathering process, and thus needs to be reinforced when used (Lan et al., 2003; Dassekpo et al., 2017; Alamanis et al., 2021). On the other hand, considering the huge demand for construction materials and limited natural resources, it is increasingly important to fully utilize solid waste (Gruhler et al., 2019; Anagnostopoulos et al., 2020; Jiang et al., 2022, 2023a, 2023b). With high strength and environment-friendly characteristics, incineration bottom ash (IBA) seems to be a suitable reinforcement material for CDG (Ahmed and Khalid, 2011; Alhassan and Tankó, 2012; Toraldo et al., 2013; Lynn et al., 2017; Xuan et al., 2018; Tang et al., 2020). Both reinforcement and environmental issues should be addressed when considering treatment of CDG with IBA.
[1]AhmedAT, KhalidHA, 2011. Effectiveness of novel and traditional treatments on the performance of incinerator bottom ash waste. Waste Management, 31(12):2431-2439.
[2]AlamanisN, LokkasP, ChrysanidisT, et al., 2021. Assessment principles for the mechanical behavior of clay soils. WSEAS Transactions on Applied and Theoretical Mechanics, 16:47-61.
[3]AlhassanHM, TankóAM, 2012. Characterization of solid waste incinerator bottom ash and the potential for its use. International Journal of Engineering Research and Applications, 2(4):516-522.
[4]AnagnostopoulosCA, ChrysanidisT, AnagnostopoulouM, 2020. Experimental data of cement grouting in coarse soils with different superplasticisers. Data in Brief, 30:105612.
[5]ASTM (American Society for Testing and Materials), 2012. Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Standard Effort (12400 ft-lbf/ft3 (600 kN-m/m3)), ASTM D698-12. National Standards of the United States of America.
[6]ASTM (American Society for Testing and Materials), 2017. Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System), ASTM D2487-17. National Standards of the United States of America.
[7]ChenRP, QiS, WangHL, et al., 2019. Microstructure and hydraulic properties of coarse-grained subgrade soil used in high-speed railway at various compaction degrees. Journal of Materials in Civil Engineering, 31(12):04019301.
[8]DassekpoJBM, ZhaX, ZhanJP, 2017. Compressive strength performance of geopolymer paste derived from completely decomposed granite (CDG) and partial fly ash replacement. Construction and Building Materials, 138:195-203.
[9]GruhlerK, BimesmeierT, DeilmannC, 2019. Secondary materials in the building sector-energy and material flows. IOP Conference Series: Earth and Environmental Science, 290(1):012014.
[10]GuptaG, DattaM, RamanaGV, et al., 2021. MSW incineration bottom ash (MIBA) as a substitute to conventional materials in geotechnical applications: a characterization study from India and comparison with literature. Construction and Building Materials, 308:124925.
[11]JiangX, XiaoR, BaiY, et al., 2022. Influence of waste glass powder as a supplementary cementitious material (SCM) on physical and mechanical properties of cement paste under high temperatures. Journal of Cleaner Production, 340:130778.
[12]JiangX, ZhangYY, ZhangY, et al., 2023a. Influence of size effect on the properties of slag and waste glass-based geopolymer paste. Journal of Cleaner Production, 383:135428.
[13]JiangX, ZhuHH, YanZG, et al., 2023b. A state-of-art review on development and progress of backfill grouting materials for shield tunneling. Developments in the Built Environment, 16:100250.
[14]Jouannot-ChesneyP, JernotJP, LantuéjoulC, 2006. Practical determination of the coordination number in granular media. Image Analysis & Stereology, 25(1):55-61.
[15]LanHX, HuRL, YueZQ, et al., 2003. Engineering and geological characteristics of granite weathering profiles in South China. Journal of Asian Earth Sciences, 21(4):353-364.
[16]LynnCJ, GhataoraGS, ObeRKD, 2017. Municipal incinerated bottom ash (MIBA) characteristics and potential for use in road pavements. International Journal of Pavement Research and Technology, 10(2):185-201.
[17]MeleseDT, 2022. Utilization of waste incineration bottom ash to enhance engineering properties of expansive subgrade soils. Advances in Civil Engineering, 2022:7716921.
[18]RandhawaKS, ChauhanR, 2022. Stabilizing black cotton soil in subgrade with municipal solid waste incineration ash for lowering greenhouse gas emission: a review. Materials Today: Proceedings, 50:1145-1151.
[19]Seif El DineB, DuplaJC, FrankR, et al., 2010. Mechanical characterization of matrix coarse-grained soils with a large-sized triaxial device. Canadian Geotechnical Journal, 47(4):425-438.
[20]TangP, ChenW, XuanDX, et al., 2020. Investigation of cementitious properties of different constituents in municipal solid waste incineration bottom ash as supplementary cementitious materials. Journal of Cleaner Production, 258:120675.
[21]ToraldoE, SaponaroS, CareghiniA, et al., 2013. Use of stabilized bottom ash for bound layers of road pavements. Journal of Environmental Management, 121:117-123.
[22]WangHL, CuiYJ, Lamas-LópezF, et al., 2017. Effects of inclusion contents on resilient modulus and damping ratio of unsaturated track-bed materials. Canadian Geotechnical Journal, 54(12):1672-1681.
[23]WangHL, CuiYJ, Lamas-LópezF, et al., 2018a. Investigation on the mechanical behavior of track-bed materials at various contents of coarse grains. Construction and Building Materials, 164:228-237.
[24]WangHL, CuiYJ, Lamas-LópezF, et al., 2018b. Permanent deformation of track-bed materials at various inclusion contents under large number of loading cycles. Journal of Geotechnical and Geoenvironmental Engineering, 144(8):04018044.
[25]WangHL, PathakB, YinZY, 2023. Investigation on the microstructure, unconfined compressive strength, and thermal conductivity of compacted CDG soil by MICP treatment during curing. Journal of Materials in Civil Engineering, 35(6):04023131.
[26]XuWQ, YinZY, WangHL, et al., 2022. Experimental study on the monotonic mechanical behavior of completely decomposed granite soil reinforced by disposable face-mask chips. Journal of Cleaner Production, 352:131528.
[27]XuanDX, TangP, PoonCS, 2018. Limitations and quality upgrading techniques for utilization of MSW incineration bottom ash in engineering applications—a review. Construction and Building Materials, 190:1091-1102.
Open peer comments: Debate/Discuss/Question/Opinion
<1>