Study on the Characteristics and Mechanism of Shield Tunnel Mud Cake Disintegration in Complex Red-Bed Geology
Source abstract
Abstract
The complex red-bed geology is primarily composed of iron-rich sedimentary rock layers with clay minerals as a major component. The soil water content exceeds 30%, and its high viscosity and water content lead to the easy formation of mud cake on the cutterhead, endangering the safety and progress of construction, which poses a significant challenge for tunnel boring machines (TBMs). The use of dispersants to eliminate mud cake is a common method in engineering projects. This paper presents an improved disintegration experiment instrument to study the disintegration characteristics of mud cake from the red-bed geology under different dispersant solutions, proposing a dispersant formulation suitable for the red-bed geology of the Haizhu Bay Tunnel project. The results indicate that mud cake samples exhibit a moderate disintegration effect in pure water. Furthermore, it has been observed that the disintegration effect decreases as the thickness of mud cake increases. Sodium silicate solution was not suitable for treating the red-bed geological mud cake, while sodium hexametaphosphate and oxalic acid solutions had a good promoting effect on the disintegration of red-bed geological mud cake. However, there was a threshold for the dispersant concentration; exceeding this threshold actually worsened the disintegration effect. Ultimately, the engineering application of a 10% oxalic acid solution, which proved effective in disintegrating the mud cake, significantly enhanced the excavation efficiency in the Haizhu Bay Tunnel project.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Grouting, Rheology, and Soil Mechanics · Rock Mechanics and Modeling · Tunneling and Rock Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
School of Transportation and Geomatics Engineering, Shenyang Jianzhu University, Shenyang 110168, China
References (33)
Show source-provided references
1. Electro-osmotic flow in clays and its potential for reducing clogging in mechanical tunnel driving10.1007/s10064-012-0431-x ↗
2. Experimental and laboratory assessment of clogging potential based on adhesion10.1007/s10064-017-1044-1 ↗
3. Adhesion of clay to metal surface; Normal and tangential measurement10.12989/gae.2016.10.2.125 ↗
4. Wang, R., Xu, H., Liu, Y., Jiang, P., and Zhou, A. (2023). Reusing Fine Silty Sand Excavated from Slurry Shield Tunnels as a Sustainable Raw Material for Synchronous Grouting. Coatings, 13.10.3390/coatings13020398 ↗
5. Variation over time of excavated soil properties treated with surfactants10.1007/s12665-018-7230-z ↗
6. Slurry shield tunnelling in clayey soils: Typical problems and countermeasures10.4028/www.scientific.net/AMR.243-249.2944 ↗
7. Umar, I.H., Lin, H., and Ibrahim, A.S. (2023). Laboratory Testing and Analysis of Clay Soil Stabilization Using Waste Marble Powder. Appl. Sci., 13.10.3390/app13169274 ↗
8. Lessons from accidents during tunnel construction10.1016/j.tust.2021.103916 ↗
9. Development of a new hybrid ANN for solving a geotechnical problem related to tunnel boring machine performance10.1007/s00366-019-00701-8 ↗
10. Geological engineering problems associated with tunnel construction in karst rock masses: The case of Gavarres tunnel (Spain)10.1016/j.enggeo.2013.02.010 ↗
11. A discussion on hard rock TBM cutter wear and cutterhead intervention interval length evaluation10.1016/j.tust.2018.07.017 ↗
12. Xu, Y., Liu, Q., Zhi, W., Shao, G., and Liu, P. (2024). Long-Distance Freezing Design and Construction Based on Monitoring Analysis of Subway Connection Aisle. Coatings, 14.10.3390/coatings14030355 ↗
13. Mei, Y., Zhou, D., Gong, H., Ke, X., Xu, W., and Shi, W. (2022). Study on comprehensive technology of preventing mud cake of large diameter slurry shield in composite stratum. Buildings, 12.10.3390/buildings12101555 ↗
14. Development of a novel slurry condensation method by applying dispersant instead of flocculant10.1016/j.apt.2008.07.001 ↗
15. Dispersant for reducing mud cakes of slurry shield tunnel boring machine in sticky ground10.1155/2021/5524489 ↗
16. Advanced technology of soil conditioning in EPB shield tunnelling
17. Langmaack, L. (2001, January 2–8). Europe & Asia: Application of new TBM conditioning additives. Proceedings of the BAUMA 2001, Munich, Germany.
18. Martinotto, A., and Langmaack, L. (2007, January 5–10). Toulouse Metro Lot 2: Soil conditioning in difficult ground conditions. Proceedings of the ITA-AITES World Tunnel Congress, Prague, Czech Republic.
19. Effect of dispersant on the tangential adhesion strength between clay and metal for EPB shield tunnelling10.1016/j.tust.2019.103144 ↗
20. Effects of slurry on stickiness of excavated clays and clogging of equipment in fluid supported excavations10.1016/j.tust.2016.05.006 ↗
21. Clogging and flow assessment of cohesive soils for EPB tunnelling: Proposed laboratory tests for soil characterisation10.1016/j.tust.2019.103110 ↗
22. Thewes, M., and Budach, C. (2010, January 14–20). Parameters for soil conditioning with foam in coarse-grained soils with epb-shields. Proceedings of the World Tunnel Congress, Vancouver, BC, Canada.
23. Thewes, M., Budach, C., and Bezuijen, A. (2012). Geotechnical Aspects of Underground Construction in Soft Ground, CRC Press.
24. Effect of soil conditioners on the pressure and rate-dependent shear strength of different clays10.1061/(ASCE)GT.1943-5606.0000681 ↗
25. Feinendegen, M., Ziegler, M., Spagnoli, G., and Fernández-Steeger, T. (, January 12–15). Evaluation of the clogging potential in mechanical tunnel driving with EPB-shields. Proceedings of the 15th European Conference on Soil Mechanics and Geotechnical Engineering, Athens, Greece.
26. Feinendegen, M., Ziegler, M., Spagnoli, G., Fernández-Steeger, T., and Stanjek, H. (2010). Rock Mechanics in Civil and Environmental Engineering, CRC Press.
27. Modification of clay adhesion to improve tunnelling excavation10.1680/grim.11.00017 ↗
28. Ren, G., Zhang, J., Feng, T., Liang, Y., and Yin, Y. (2023). Mechanism and Influence of Dispersants on the Action of Polymer Flocculants Used in Slurry Separation. Polymers, 15.10.3390/polym15204073 ↗
29. Sun, Y., and Zhao, D. (2022). Research and Experimental Application of New Slurry Proportioning for Slag Improvement of EPB Shield Crossing Sand and Gravel Layer. Coatings, 12.10.3390/coatings12121961 ↗
30. Application of the Gouy-Chapman-Stern-Grahame model of the electrical double layer to the determination of single ion activities of KF aqueous solutions10.1016/0022-0728(87)80056-6 ↗
31. Water structure in the electrical double layer and the contributions to the total interfacial potential at different surface charge densities10.1021/jacs.2c01830 ↗
32. Combining multisurface model and Gouy–Chapman–Stern model to predict cadmium uptake by cabbage (Brassica Chinensis L.) in soils10.1016/j.jhazmat.2021.126260 ↗
33. Electrical double layer interactions between dissimilar oxide surfaces with charge regulation and Stern–Grahame layers10.1016/j.jcis.2005.09.003 ↗