Jian Zhang, Guoping Ren, Tugen Feng, Yu Liang, Haibo Wang
{"title":"Study of the viscosity reduction mechanism of clay with dispersants: case study of mud cake treatment in Zhanjiang","authors":"Jian Zhang, Guoping Ren, Tugen Feng, Yu Liang, Haibo Wang","doi":"10.1007/s10064-025-04499-2","DOIUrl":null,"url":null,"abstract":"<p>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.</p>","PeriodicalId":500,"journal":{"name":"Bulletin of Engineering Geology and the Environment","volume":"84 11","pages":""},"PeriodicalIF":4.2000,"publicationDate":"2025-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Engineering Geology and the Environment","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10064-025-04499-2","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, ENVIRONMENTAL","Score":null,"Total":0}
引用次数: 0
Abstract
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.
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.