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Experimental Study on Solidified Lake Sediment Based on Industrial Solid Waste and Construction Waste: Stabilization and Mechanism

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成果类型:
期刊论文
作者:
Liu, Mengyi;Dong, Yiqie;Zang, Meng*;Cai, Guanghua;Lu, Haijun
通讯作者:
Zang, Meng;Lu, HJ
作者机构:
[Liu, Mengyi; Lu, Haijun; Dong, Yiqie; Zang, Meng; Zang, M; Lu, HJ] Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
[Liu, Mengyi; Lu, Haijun; Lu, HJ] Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
[Cai, Guanghua] Nanjing Forestry Univ, Coll Civil Engn, Nanjing 210037, Peoples R China.
通讯机构:
[Zang, M; Lu, HJ ] W
Wuhan Polytech Univ, Sch Civil Engn & Architecture, Wuhan 430023, Peoples R China.
Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China.
语种:
英文
关键词:
lake sediment;solidification/stabilization;industrial solid waste;water permeability;microstructure
期刊:
Buildings
ISSN:
2075-5309
年:
2023
卷:
13
期:
8
页码:
2053-
基金类别:
M.L.: conceptualization, methodology, data curation and writing—original draft. Y.D.: conceptualization, methodology and data curation. M.Z.: methodology, writing—review and editing and investigation. G.C.: methodology and investigation. H.L.: funding acquisition. All authors have read and agreed to the published version of the manuscript. This work was funded by the National Natural Science Foundation of China (Grant No. U20A20320) and the Natural Science Foundation of Hubei Province of China (Grant No. 2022CFA011), and the authors are grateful for this financial support.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程与建筑学院
摘要:
Occupation of land and damage to the surrounding ecosystem may occur due to the accumulation of dredged lake sediments. In order to solve the large amount of dredged lake sediments, industrial wastes (slag, desulfurization gypsum) and urban construction waste were used to solidify the lake substrate, obtained a new construction material. Water content, volumetric shrinkage, unconfined compressive strength and flexural strength parameters and hydraulic conductivity coefficients of the solidified sediment were obtained from water content determination tests, volumetric shrinkage tests, unconfine...

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