Stocktake Sale on now: wide range of books at up to 70% off!
Register      Login
Marine and Freshwater Research Marine and Freshwater Research Society
Advances in the aquatic sciences
RESEARCH ARTICLE

Study on the early strength characteristics and source mechanism of solidified dredged marine sediment based on moisture transformation

Haoqing Xu https://orcid.org/0000-0003-2555-3704 A B * , Songyu Liu A , Yaxiong Gan C , Pengming Jiang B D , Aizhao Zhou B and Yongzheng Qi B
+ Author Affiliations
- Author Affiliations

A School of Transportation, Southeast University, Nanjing, 210096, PR China.

B Jiangsu Province Engineering Research Center of Geoenvironmental Disaster Prevention and Remediation of School of Architecture and Civil Engineering, Jiangsu University of Science and Technology, Zhenjiang, 212100, PR China.

C China Railway Construction Suzhou Design and Research Institute Co. Ltd, Suzhou, 215004, PR China.

D College of Civil Engineering, Suzhou University of Science and Technology, Suzhou, 215009, PR China.

* Correspondence to: hank1nxu@just.edu.cn

Handling Editor: Wan Zhanhong

Marine and Freshwater Research - https://doi.org/10.1071/MF22166
Submitted: 15 August 2022  Accepted: 24 February 2023   Published online: 20 March 2023

© 2023 The Author(s) (or their employer(s)). Published by CSIRO Publishing

Abstract

Context: Large land areas are occupied by dredged sediments with which the strength of the solidified soil develops slowly, and this has become an instant problem in geotechnical engineering.

Aims: This study was designed to investigate the performance of solidified dredged deposits treated by sulfoaluminate cement for sludge solidification, and whether the mechanism for early strength development is based on water transfer.

Methods: With sediments dredged from Dalian Bay as the research objects, the strength, deformation and amount of moisture transferred by the solidified sludge were measured and analysed and referred to the data for Portland cement.

Key results: Sulfate aluminium cement is characterised by great early strength.

Conclusion: The mechanism for early strength development relies on reactions that form crystalline calcium vanadium stone.

Implications: Our study showed that calcium vanadium stone plays a critical role in early strength development, and this was measured quantitatively for the mineral water form.

Keywords: dredging, early strength, forming mechanism, marine sediment, moisture transformation, solidification, solidified soil, strength development.


References

Cao, Y, Bian, X, and Deng, Y (2011). 高含水率疏浚淤泥新型复合固化材料试验研究 [Experimental research on new composite solidification material of dredged silt with high moisture content.] 岩土力学 [Rock and Soil Mechanics] 32, 321–326.
高含水率疏浚淤泥新型复合固化材料试验研究 [Experimental research on new composite solidification material of dredged silt with high moisture content.]Crossref | GoogleScholarGoogle Scholar |

Chen, J-N, Ren, X, Xu, H, Zhang, C, and Xia, L (2022). Effects of grain size and moisture content on the strength of geogrid-reinforced sand in direct shear mode. International Journal of Geomechanics 22, 04022006.
Effects of grain size and moisture content on the strength of geogrid-reinforced sand in direct shear mode.Crossref | GoogleScholarGoogle Scholar |

Huang, X, Xu, S, and Ning, J (2007). 含铝固化剂固化软土的试验研究 [Experimental research on solidifying soft soil with aluminium containing curing agent.] 岩石力学与工程学报 [Chinese Journal of Rock Mechanics and Engineering] 26, 156–161.
含铝固化剂固化软土的试验研究 [Experimental research on solidifying soft soil with aluminium containing curing agent.]Crossref | GoogleScholarGoogle Scholar |

Huang, Y, Zhu, W, Qian, X, Zhang, N, and Zhou, X (2011). Change of mechanical behavior between solidified and remolded solidified dredged materials. Engineering Geology 119, 112–119.
Change of mechanical behavior between solidified and remolded solidified dredged materials.Crossref | GoogleScholarGoogle Scholar |

Peng, X, Yang, Q, Huang, T, and Xu, G (2008). 水化硅酸钙超细粉体微观结构分析 [Analysis on the microstructure of hydrated calcium silicate superfine powder.] 沈阳建筑大学学报 (自然科学版) [Journal of Shenyang Jianzhu University (Natural Science)] 24, 823–827.

Sun XH (2012) 固化污泥早期强度发展机理及早强固化材料研究 [‘Study on the mechanism of early-strength of solidified sludge and binders with high early-strength for sludge treatment.’] (Hohai University: Nanjing, PR China)

Sun, X, Zhu, W, Qian, X, and Xu, Z (2014). Exploring cementitious additives for pretreatment of high-early-strength sewage sludge from the perspective of the rapid generation of nonevaporable water. Journal of Materials in Civil Engineering 26, 878–885.
Exploring cementitious additives for pretreatment of high-early-strength sewage sludge from the perspective of the rapid generation of nonevaporable water.Crossref | GoogleScholarGoogle Scholar |

Tang, Y, Liu, H, and Zhu, W (2000). 水泥固化土工程特性试验研究 [Experimental research on engineering properties of cement-fixed soil.] 岩土工程学报 [Chinese Journal of Geotechnical Engineering] 22, 549–554.
水泥固化土工程特性试验研究 [Experimental research on engineering properties of cement-fixed soil.]Crossref | GoogleScholarGoogle Scholar |

Xu, H, Ren, X, Chen, J-N, Liu, C-N, Xia, L, and Liu, Y-W (2019). Centrifuge model tests of geogrid-reinforced slope supporting a high embankment. Geosynthetics International 26, 629–640.
Centrifuge model tests of geogrid-reinforced slope supporting a high embankment.Crossref | GoogleScholarGoogle Scholar |

Xu, H, Huang, Y, Shu, S, Zhou, A, Jiang, P, Liu, S, Wang, L, and Mei, L (2022). Dynamic of solidified dredged sediment based on different cements and confining pressures. Environmental Geotechnics 9, 390–398.
Dynamic of solidified dredged sediment based on different cements and confining pressures.Crossref | GoogleScholarGoogle Scholar |

Zhang CL (2007) 基于水分转化模型的淤泥固化机理研究 [‘Study of dredged materials solidification mechanism based on water transfer model.’] (Hohai University: Nanjing, PR China)

Zhang, H, Xie, J, Zhu, W, Huang, Y, and Shi, P (2004). The current situation of dumping of dredged materials and research on its transformation into renewable resources – difficulties and countermeasures of marine dumping in China. Marine Science Bulletin 23, 54–60.
The current situation of dumping of dredged materials and research on its transformation into renewable resources – difficulties and countermeasures of marine dumping in China.Crossref | GoogleScholarGoogle Scholar |

Zhang, T, Hong, Z, Deng, D, Deng, Y, and Ding, J (2008). 水泥固化粉质土的无侧限抗压强度预测 [Unconfined compressive strength prediction of cemented silty soil.] 东南大学学报 (自然科学版) [Journal of Southeast University (Natural Science Edition) 38, 839–843.
水泥固化粉质土的无侧限抗压强度预测 [Unconfined compressive strength prediction of cemented silty soil.]Crossref | GoogleScholarGoogle Scholar |

Zhu, W, Zhang, C, Liu, H, and Gao, Y (2002). 疏浚泥处理再生资源技术的现状 [Present situation of dredged mud treatment technology for renewable resources.] 环境科学与技术 [Environmental Science and Technology] 25, 39–41.
疏浚泥处理再生资源技术的现状 [Present situation of dredged mud treatment technology for renewable resources.]Crossref | GoogleScholarGoogle Scholar |

Zhu, W, Zhang, CL, and Chiu, ACF (2007). Soil–water transfer mechanism for solidified dredged materials. Journal of Geotechnical and Geoenvironmental Engineering 133, 588–598.
Soil–water transfer mechanism for solidified dredged materials.Crossref | GoogleScholarGoogle Scholar |