LAPSE:2024.1940
Published Article
LAPSE:2024.1940
Strength and Contaminant Toxicity Leaching Characteristics of MgO-Solidified Silt
Shi Shu, Xiaohuan Zhou, Yujie Gong, Haohui Wang, Yan Tang, Junhao Chen
August 28, 2024
Abstract
In this study, MgO as an environmentally friendly silt-solidifying material was first mixed with silt and then carbonized by injection with CO2. The strength and contaminant leaching characteristics of the MgO-solidified silt were studied using unconfined compressive strength and toxicity leaching tests, and the results were compared with those of cement-solidified silt. The unconfined compressive strength of the silt reached 111 kPa with 9% MgO content and a 14 d curing time. The CO2 injection further increased the unconfined compressive strength of the MgO-solidified silt by approximately 25%: the values for MgO-solidified silts without and with a CO2 injection were approximately 60% and 80%, respectively, of those of the cement-solidified silts with the same additive additions. The leaching concentrations of nutrient salts and heavy metal pollutants in the silt decreased with increased MgO content. Compared with the dredged silt, MgO solidification with carbonization reduced the leaching of total nitrogen and total phosphorus by more than 10% and 50%, respectively: these values were approximately 5% points higher than those of cement-solidified silt. Of the heavy metals, the leaching concentration of Ni was reduced the most. This study provides a theoretical basis and technical support for low-carbon treatment and green resource utilization of dredging silt.
Keywords
carbonization, contaminant leaching, dredged silt, magnesium oxide, unconfined compressive strength
Subject
Suggested Citation
Shu S, Zhou X, Gong Y, Wang H, Tang Y, Chen J. Strength and Contaminant Toxicity Leaching Characteristics of MgO-Solidified Silt. (2024). LAPSE:2024.1940
Author Affiliations
Shu S: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China; College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China [ORCID]
Zhou X: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China; College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China
Gong Y: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China; College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China
Wang H: Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210024, China; College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China
Tang Y: Zhejiang Huadong Geotechnical Investigation & Design Institute Co., Ltd., Hangzhou 310014, China
Chen J: PowerChina Huadong Engineering Co., Ltd., Hangzhou 311122, China
Journal Name
Processes
Volume
12
Issue
6
First Page
1086
Year
2024
Publication Date
2024-05-25
ISSN
2227-9717
Version Comments
Original Submission
Other Meta
PII: pr12061086, Publication Type: Journal Article
Record Map
Published Article

LAPSE:2024.1940
This Record
External Link

https://doi.org/10.3390/pr12061086
Publisher Version
Download
Files
Aug 28, 2024
Main Article
License
CC BY 4.0
Meta
Record Statistics
Record Views
132
Version History
[v1] (Original Submission)
Aug 28, 2024
 
Verified by curator on
Aug 28, 2024
This Version Number
v1
Citations
Most Recent
This Version
URL Here
https://psecommunity.org/LAPSE:2024.1940
 
Record Owner
PSE Press
Links to Related Works
Directly Related to This Work
Publisher Version