Jiao Chenlei, Diao Yu, Zheng Gang, Liu Yongchao, Huang Jianyou, Zhang Ying, Zhao Lejun
Key Laboratory of Coastal Civil Engineering Structure and Safety, Ministry of Education, Tianjin University, Tianjin 300350, China.
School of Civil Engineering, Tianjin University, Tianjin 300350, China.
Materials (Basel). 2023 Feb 12;16(4):1540. doi: 10.3390/ma16041540.
A large amount of waste slurry is generated during construction, but direct sedimentation and transportation increase construction costs. Improper treatment leads to ecological and environmental pollution. This paper proposes to reuse drilling waste slurry (DWS) as a raw material from a particular project as a grouting material for the real-time capsule grouting technique (RCG) to replace cement grouting material. This not only deals with DWS but also solves the material demand of RCG. An orthogonal experimental design evaluated the performance of the DWS grouting material (DWS-GM). The five levels for the three factors of this experiment were selected, including the fluidity, bleeding rate, initial setting time, and compression strength. A linear model, support vector machines, and neural networks were used to construct regression models, and the effects of different contents of cement, bentonite, and fly ash on the DWS-GM performance were analyzed. The SVM regression model had better performance in describing the laws of fluidity, bleeding rate, and 28-day compressive strength. Furthermore, the optimization model is proposed to obtain the optimal formulation of the DWS-GM under specific constraints. The optimization results show that the optimal formulation of the DWS-GM was 5.6% cement and 6.9% bentonite. The BL, FL, IST, and 28DCS were 1.61%, 21.87 cm, 27.05 h, and 0.22 MPa to meet the functional requirements of the DWS-GM. The above research fully proves the feasibility of the DWS reuse application. We will further reuse DWS to develop other multifunctional material applications in combination with the control needs of RCG technology and technology from other fields.
施工过程中会产生大量废浆,但直接沉淀和运输会增加施工成本。处理不当会导致生态环境污染。本文提出将某一项目的钻孔废浆(DWS)作为原材料,用于实时胶囊注浆技术(RCG)的注浆材料,以替代水泥注浆材料。这不仅处理了DWS,还解决了RCG的材料需求。通过正交试验设计评估了DWS注浆材料(DWS-GM)的性能。选取了该试验三个因素的五个水平,包括流动性、泌水率、初凝时间和抗压强度。使用线性模型、支持向量机和神经网络构建回归模型,分析了水泥、膨润土和粉煤灰不同含量对DWS-GM性能的影响。支持向量机回归模型在描述流动性、泌水率和28天抗压强度规律方面具有更好的性能。此外,提出了优化模型,以在特定约束条件下获得DWS-GM的最优配方。优化结果表明,DWS-GM的最优配方为水泥5.6%、膨润土6.9%。其泌水率(BL)、流动度(FL)、初凝时间(IST)和28天抗压强度(28DCS)分别为1.61%、21.87 cm、27.05 h和0.22 MPa,满足DWS-GM的功能要求。上述研究充分证明了DWS再利用应用的可行性。我们将结合RCG技术和其他领域的技术控制需求,进一步对DWS进行再利用,开发其他多功能材料应用。