Tien-Dat Thai, N. Huynh, Tuyen Luu, Kien Kieu Do Trung, Nhi Nguyen Vu Uyen, Minh Do Quang
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引用次数: 0
摘要
处理疏浚沉积物是一项复杂的工作,也是一项持续的挑战。为了将疏浚沉积物用于垃圾填埋场或建筑用途,一种由疏浚沉积物、硅酸盐水泥和粉煤灰混合制成的材料在室温和水热条件下于 180 °C 和 0.9 MPa 压力下固化了 16 小时。采用响应面法评估了材料的抗压强度,研究的因素范围为疏浚沉积物/固体比(0.3-0.9)、水泥/粉煤灰比(2-4)和水/固体比(0.45-0.55)。拟合模型与实际数据匹配准确可靠。利用总可取函数,满足多目标标准,获得了两种固化条件的最佳混合比例。结果表明,与常温固化相比,水热固化能显著提高疏浚沉积物的处理能力,同时降低混合物中的二氧化碳排放量。扫描电子显微镜(SEM)、X 射线衍射(XRD)和傅立叶变换红外光谱(FTIR)被用来研究两种固化条件下材料中形成的矿物(如托贝莫来石)之间的差异。
Study on solidified material from dredged sediment, fly ash, and blended Portland cement using the response surface method
Treating dredged sediment is a complex processing and ongoing challenge. To utilize dredged sediment for the landfill or construction purposes, a material fabricated from a mixture of dredged sediment, Portland cement, and fly ash, was cured under room temperature and hydrothermal condition at 180 °C and 0.9 MPa pressure for 16 hours. The response surface methodology was used to evaluate the compressive strength of the material, with the range of factors investigated being the dredged sediments/solid ratio (0.3-0.9), cement/fly ash ratio (2-4), and water/solid ratio (0.45-0.55). The fitting models offered an accurate and reliable match to the actual data. The optimum mix proportions of two curing conditions were obtained using total desirability function, meet multi-objective criteria. This result finger out hydrothermal curing significantly enhances treatment capacity of dredged sediment, with a lower CO2 emission in the mixture compared to ambient curing. Scanning electron microscopy (SEM), X-ray diffraction (XRD), and Fourier transform infrared spectroscopy (FTIR) were used to figure out the difference between the minerals formed in the material under two curing conditions, such as tobermorite.