分散剂对粘土降粘机理的研究——以湛江泥饼处理为例

IF 4.2 2区 工程技术 Q3 ENGINEERING, ENVIRONMENTAL
Jian Zhang, Guoping Ren, Tugen Feng, Yu Liang, Haibo Wang
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引用次数: 0

摘要

泥浆盾构通过粘稠地层时,容易形成泥饼,影响施工效率。在本研究中,研究了分散剂的降粘效果,重点研究了开挖工作面的稳定性。通过与粘土的双电层/溶质/表观结构的相互作用,揭示了粘土的降粘机理。聚羧酸盐(PCAC)浓度为1.5%时,由于其增强粘度的特性,增加了形成泥饼的风险。此外,焦磷酸四钠(TSPP)的包裹体增加了开挖面不稳定的风险,因为它会导致粘度的过度降低。从两个方面揭示了分散剂降低粘度的机理。(1)降粘效果与双电层斥力成正比,而降粘效果则由能垒决定。例如,s型试剂由于增加了溶质中Na +的浓度和pH值,从而增加了双电层的厚度和最大排斥力,从而表现出优异的粘度降低。(2)表观结构的变化不一定会导致粘度的降低。例如,PCAC的存在可以使颗粒尺寸分布增加到10 μm以上,而大颗粒的不规则纠缠可以增加粘度。这项研究为开发新的分散剂和用于工程应用的泥饼处理提供了有价值的见解。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

Study of the viscosity reduction mechanism of clay with dispersants: case study of mud cake treatment in Zhanjiang

Study of the viscosity reduction mechanism of clay with dispersants: case study of mud cake treatment in Zhanjiang

Mud cake formation, which impacts construction efficiency, is prone to occur when a slurry shield passes through viscous formations. In this study, the viscosity reduction effect of dispersants was investigated, with a focus on the stability of the excavation face. The viscosity reduction mechanism was revealed through interactions with the double electric layer/solute/apparent structure of the clay. The presence of polycarboxylate (PCAC) at a concentration of 1.5% increased the risk of mud cake formation because of its viscosity-enhancing properties. Additionally, the inclusion of tetrasodium pyrophosphate (TSPP) increased the risk of excavation face instability because it led to an excessive reduction in viscosity. The mechanism by which dispersants reduced viscosity was revealed on the basis of two factors. (1) The effectiveness of viscosity reduction was directly proportional to the repulsion strength of the double electric layer, whereas its intensity was determined by the energy barrier. For example, the S-type reagent exhibited superior viscosity reduction owing to the increased concentrations of Na + and increased pH values in the solute, thereby increasing the thickness of the double electric layer and the maximum repulsion force. (2) Changes in apparent structure would not necessarily lead to a decrease in viscosity. For instance, the presence of PCAC could increase the particle size distribution to more than 10 μm, whereas the irregular entanglement of large particles could increase the viscosity. This research provided valuable insights into the development of new dispersants and mud cake treatments for engineering applications.

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来源期刊
Bulletin of Engineering Geology and the Environment
Bulletin of Engineering Geology and the Environment 工程技术-地球科学综合
CiteScore
7.10
自引率
11.90%
发文量
445
审稿时长
4.1 months
期刊介绍: Engineering geology is defined in the statutes of the IAEG as the science devoted to the investigation, study and solution of engineering and environmental problems which may arise as the result of the interaction between geology and the works or activities of man, as well as of the prediction of and development of measures for the prevention or remediation of geological hazards. Engineering geology embraces: • the applications/implications of the geomorphology, structural geology, and hydrogeological conditions of geological formations; • the characterisation of the mineralogical, physico-geomechanical, chemical and hydraulic properties of all earth materials involved in construction, resource recovery and environmental change; • the assessment of the mechanical and hydrological behaviour of soil and rock masses; • the prediction of changes to the above properties with time; • the determination of the parameters to be considered in the stability analysis of engineering works and earth masses.
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