Skip to main content
Erschienen in: Geotechnical and Geological Engineering 4/2019

26.11.2018 | Original Paper

Experimental Study on the Effect of Cation Exchange Capacity on Slurry Properties

verfasst von: Pinghe Sun, Binkui Zhao, Han Cao, Jingyuan Wang, Dingqiang Mo, Shaohe Zhang

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 4/2019

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config
loading …

Abstract

The slurry was prepared by pre-hydration method in this study. The relationship between the content of bentonite in slurry and its cation exchange capacity was studied by changing the content of bentonite. After the density, funnel viscosity, filtrate volume and rheological properties of slurry were tested, the influence of cation exchange capacity on slurry performance and filter-cake quality was analyzed. The results showed that: When the cation exchange capacity of slurry is small, with the increase of cation exchange capacity, the funnel viscosity, apparent viscosity and plastic viscosity of slurry increase significantly, the filtrate volume decreases gradually, and the overall performance improves significantly, which can effectively form filter cake and maintain the stability of excavation surface; while when the cation exchange capacity exceeds a certain value, the funnel viscosity, apparent viscosity and plastic viscosity of slurry increase significantly. With the increase of cation exchange capacity, the filtrate volume and viscosity of the slurry still increase, and the filter cake performance tends to be stable, but its overall performance does not rise but fall. Considering the influence of cation exchange capacity on the slurry performance parameters, when the cation exchange capacity of the slurry is controlled around 7.58 i.e. the solid phase content is between 6% and 7%, the slurry filtrate volume is relatively small, and it is easy to form thin and compact filter cake with its best comprehensive performance.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

  • über 102.000 Bücher
  • über 537 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Finance + Banking
  • Management + Führung
  • Marketing + Vertrieb
  • Maschinenbau + Werkstoffe
  • Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

  • über 67.000 Bücher
  • über 390 Zeitschriften

aus folgenden Fachgebieten:

  • Automobil + Motoren
  • Bauwesen + Immobilien
  • Business IT + Informatik
  • Elektrotechnik + Elektronik
  • Energie + Nachhaltigkeit
  • Maschinenbau + Werkstoffe




 

Jetzt Wissensvorsprung sichern!

Literatur
Zurück zum Zitat Amorim Vianabarbosa L, Rochalira MI et al (2007) Influence of ionic strength on the viscosities and water loss of bentonite suspensions containing polymers. Mater Res 10(1):53–56CrossRef Amorim Vianabarbosa L, Rochalira MI et al (2007) Influence of ionic strength on the viscosities and water loss of bentonite suspensions containing polymers. Mater Res 10(1):53–56CrossRef
Zurück zum Zitat API RP 13B–1 (2009) Recommended practice for field testing of water-based drilling fluids, 4th edn. American Petroleum Institute, Washington, DC API RP 13B–1 (2009) Recommended practice for field testing of water-based drilling fluids, 4th edn. American Petroleum Institute, Washington, DC
Zurück zum Zitat API RP 13I[S] (2004) Recommended practice for laboratory testing of drilling fluids, 7th edn. American Petroleum Institute, Washington, DC API RP 13I[S] (2004) Recommended practice for laboratory testing of drilling fluids, 7th edn. American Petroleum Institute, Washington, DC
Zurück zum Zitat Chen J, Huang YL (2015) Summary of key technologies and construction difficulties in large diameter slurry shield tunnel. Chin J Undergr Space Eng 11(S2):637–644 Chen J, Huang YL (2015) Summary of key technologies and construction difficulties in large diameter slurry shield tunnel. Chin J Undergr Space Eng 11(S2):637–644
Zurück zum Zitat Chen T, Pang T, Zhao Y et al (2018) Numerical simulation of slurry fracturing during shield tunnelling. Tunn Undergr Space Technol 74:153–166CrossRef Chen T, Pang T, Zhao Y et al (2018) Numerical simulation of slurry fracturing during shield tunnelling. Tunn Undergr Space Technol 74:153–166CrossRef
Zurück zum Zitat Cheng ZL, Wu ZM, Xu YY (2001) Experimental study on stability of tunnel excavation surface in sand foundation by slurry shield method. J Yangtze River Sci Res Inst 18(5):53–55 Cheng ZL, Wu ZM, Xu YY (2001) Experimental study on stability of tunnel excavation surface in sand foundation by slurry shield method. J Yangtze River Sci Res Inst 18(5):53–55
Zurück zum Zitat Dai HW (2015) Research on slurry TBM modification and high efficiency circulating slag in whole section of clay stratum. Railw Stand Des 2015(10):103–108 Dai HW (2015) Research on slurry TBM modification and high efficiency circulating slag in whole section of clay stratum. Railw Stand Des 2015(10):103–108
Zurück zum Zitat Du XS, Wang Q, Zhu DY (2016) Pressure gap’s affect to slurry consumption in slurry shield construction. J Hebei Univ Eng (Nat Sci Ed) 33(4):39–41 Du XS, Wang Q, Zhu DY (2016) Pressure gap’s affect to slurry consumption in slurry shield construction. J Hebei Univ Eng (Nat Sci Ed) 33(4):39–41
Zurück zum Zitat Duhme R, Rasanavaneethan R, Pakianathan L et al (2016) Theoretical basis of slurry shield excavation management systems. Tunn Undergr Space Technol Inc Trenchless Technol Res 57:211–224CrossRef Duhme R, Rasanavaneethan R, Pakianathan L et al (2016) Theoretical basis of slurry shield excavation management systems. Tunn Undergr Space Technol Inc Trenchless Technol Res 57:211–224CrossRef
Zurück zum Zitat Eichler K (2007) Fels- und Tunnelbau II. Expert Verlag, Renningen Eichler K (2007) Fels- und Tunnelbau II. Expert Verlag, Renningen
Zurück zum Zitat Guglielmetti V, Grasso P, Mahtab A et al (2008) Mechanized tunnelling in urban areas: design methodology and construction control. Taylor & Francis Group, London, pp 125–152CrossRef Guglielmetti V, Grasso P, Mahtab A et al (2008) Mechanized tunnelling in urban areas: design methodology and construction control. Taylor & Francis Group, London, pp 125–152CrossRef
Zurück zum Zitat Guo XJ, Min FL, Zhong XC et al (2012) Summaries of key technologies and difficulties in Nanjing Yangtze River tunnel project. Chin J Rock Mech Eng 31(10):002154–2160 Guo XJ, Min FL, Zhong XC et al (2012) Summaries of key technologies and difficulties in Nanjing Yangtze River tunnel project. Chin J Rock Mech Eng 31(10):002154–2160
Zurück zum Zitat Han XR, Zhu W, Liu WQ et al (2008) Influence of slurry property on filter-cake quality on working face of slurry shield. Rock Soil Mech 29(s1):000288–292 Han XR, Zhu W, Liu WQ et al (2008) Influence of slurry property on filter-cake quality on working face of slurry shield. Rock Soil Mech 29(s1):000288–292
Zurück zum Zitat Kim SH, Tonon F (2010) Face stability and required support pressure for TBM driven tunnels with ideal face membrane—drained case. Tunn Undergr Space Technol 25(5):526–542CrossRef Kim SH, Tonon F (2010) Face stability and required support pressure for TBM driven tunnels with ideal face membrane—drained case. Tunn Undergr Space Technol 25(5):526–542CrossRef
Zurück zum Zitat Li Y, Emeriault F, Kastner R et al (2009) Stability analysis of large slurry shield-driven tunnel in soft clay. Tunn Undergr Space Technol Inc Trenchless Technol Res 24(4):472–481CrossRef Li Y, Emeriault F, Kastner R et al (2009) Stability analysis of large slurry shield-driven tunnel in soft clay. Tunn Undergr Space Technol Inc Trenchless Technol Res 24(4):472–481CrossRef
Zurück zum Zitat Lin CG, Zhang ZM, Wu SM et al (2013) Key techniques and important issues for slurry shield under-passing embankments: a case study of Hangzhou Qiantang River Tunnel. Tunn Undergr Space Technol 38:306–325CrossRef Lin CG, Zhang ZM, Wu SM et al (2013) Key techniques and important issues for slurry shield under-passing embankments: a case study of Hangzhou Qiantang River Tunnel. Tunn Undergr Space Technol 38:306–325CrossRef
Zurück zum Zitat Ma S (2009) Current situation and sustainable development of urban rail transit projects in China. Railw Signal Commun Eng 6(4):38–39 Ma S (2009) Current situation and sustainable development of urban rail transit projects in China. Railw Signal Commun Eng 6(4):38–39
Zurück zum Zitat Min FL, Zhu W, Han XR et al (2010) The effect of clay content on filter-cake formation in highly permeable gravel. In: GeoShanghai 2010 international conference, vol 204, pp 210–214 Min FL, Zhu W, Han XR et al (2010) The effect of clay content on filter-cake formation in highly permeable gravel. In: GeoShanghai 2010 international conference, vol 204, pp 210–214
Zurück zum Zitat Min F, Zhu W, Han X (2013) Filter cake formation for slurry shield tunneling in highly permeable sand. Tunn Undergr Space Technol 38:423–430CrossRef Min F, Zhu W, Han X (2013) Filter cake formation for slurry shield tunneling in highly permeable sand. Tunn Undergr Space Technol 38:423–430CrossRef
Zurück zum Zitat Min FL, Jiang T, Wei DW et al (2014a) Experimental study on preparation and filter membrane formation of slurry during hyperbaric operation in tunneling by slurry shield. Tunn Constr 34(9):857–861 Min FL, Jiang T, Wei DW et al (2014a) Experimental study on preparation and filter membrane formation of slurry during hyperbaric operation in tunneling by slurry shield. Tunn Constr 34(9):857–861
Zurück zum Zitat Min FL, Zhu W, Xia SQ et al (2014b) Test study on airtight capability of filter cakes for slurry shield and its application in a case. Adv Mater Sci Eng 696801:1–8CrossRef Min FL, Zhu W, Xia SQ et al (2014b) Test study on airtight capability of filter cakes for slurry shield and its application in a case. Adv Mater Sci Eng 696801:1–8CrossRef
Zurück zum Zitat Nguyen TB, Lee C, Choi H (2011) Slug test analysis in vertical cutoff walls with consideration of filter cake. J Geotech Geoenviron Eng 137(8):785–797CrossRef Nguyen TB, Lee C, Choi H (2011) Slug test analysis in vertical cutoff walls with consideration of filter cake. J Geotech Geoenviron Eng 137(8):785–797CrossRef
Zurück zum Zitat Øyvind D (2017) Pressurized TBM-shield tunneling under the subsidence sensitive grounds of Oslo: possibilities and limitations. Tunn Undergr Space Technol 66:47–55CrossRef Øyvind D (2017) Pressurized TBM-shield tunneling under the subsidence sensitive grounds of Oslo: possibilities and limitations. Tunn Undergr Space Technol 66:47–55CrossRef
Zurück zum Zitat Su N, Qi ZG, Ma MZ (2011) Probe into the methylene blue capacity and bentonite of drilling fluids. Xinjiang Oil Gas 7(3):42–45 Su N, Qi ZG, Ma MZ (2011) Probe into the methylene blue capacity and bentonite of drilling fluids. Xinjiang Oil Gas 7(3):42–45
Zurück zum Zitat Sun PH, Tian MJ, Cao H et al (2018b) Study on the mechanism of ENI action on preventing drilling fluid overflowing in HDD. Tunn Undergr Space Technol 77:94–102CrossRef Sun PH, Tian MJ, Cao H et al (2018b) Study on the mechanism of ENI action on preventing drilling fluid overflowing in HDD. Tunn Undergr Space Technol 77:94–102CrossRef
Zurück zum Zitat Wang JY (2017) Super-large diameter shield tunneling technologies in China in recent decade. Tunn Constr 37(3):330–335 Wang JY (2017) Super-large diameter shield tunneling technologies in China in recent decade. Tunn Constr 37(3):330–335
Zurück zum Zitat Wang Q, Zhu DY (2017) Effect of slurry density on slurry consumption in slurry shield tunneling. J Chin Three Gorges Univ (Nat Sci) 39(3):62–65 Wang Q, Zhu DY (2017) Effect of slurry density on slurry consumption in slurry shield tunneling. J Chin Three Gorges Univ (Nat Sci) 39(3):62–65
Zurück zum Zitat Watanabe T, Yamazaki H (1981) Giant size slurry shield is a success in Tokyo. Tunn Tunn Int 13(1):13–17 Watanabe T, Yamazaki H (1981) Giant size slurry shield is a success in Tokyo. Tunn Tunn Int 13(1):13–17
Zurück zum Zitat Wehrmeyer G (2002) Massenkontrolle bei Schildvortrieben-Stand und Erfahrungen, Taschenbuch Tunnelbau. VGE Verlag, Essen Wehrmeyer G (2002) Massenkontrolle bei Schildvortrieben-Stand und Erfahrungen, Taschenbuch Tunnelbau. VGE Verlag, Essen
Zurück zum Zitat Wei XM (2018) Key technology research on mud treatment for the slurry circulation system of the shield in whole clay strata. Railw Constr Technol 07:77–80 Wei XM (2018) Key technology research on mud treatment for the slurry circulation system of the shield in whole clay strata. Railw Constr Technol 07:77–80
Zurück zum Zitat Zhai NN, Wang WS, Zheng BC (2017) Rheological properties of mud slurry for slurry shield. Chin J Undergr Space Eng 13(s1):58–64 Zhai NN, Wang WS, Zheng BC (2017) Rheological properties of mud slurry for slurry shield. Chin J Undergr Space Eng 13(s1):58–64
Zurück zum Zitat Zhang F, Gao Y, Wu Y et al (2018) Face stability analysis of large-diameter slurry shield-driven tunnels with linearly increasing undrained strength. Tunn Undergr Space Technol 78:178–187CrossRef Zhang F, Gao Y, Wu Y et al (2018) Face stability analysis of large-diameter slurry shield-driven tunnels with linearly increasing undrained strength. Tunn Undergr Space Technol 78:178–187CrossRef
Metadaten
Titel
Experimental Study on the Effect of Cation Exchange Capacity on Slurry Properties
verfasst von
Pinghe Sun
Binkui Zhao
Han Cao
Jingyuan Wang
Dingqiang Mo
Shaohe Zhang
Publikationsdatum
26.11.2018
Verlag
Springer International Publishing
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 4/2019
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-018-00763-3

Weitere Artikel der Ausgabe 4/2019

Geotechnical and Geological Engineering 4/2019 Zur Ausgabe