Skip to main content
Erschienen in: Geotechnical and Geological Engineering 6/2012

01.12.2012 | Original Paper

The Influence of Placement Conditions on the Swelling of Variable Clays

verfasst von: Muawia A. Dafalla

Erschienen in: Geotechnical and Geological Engineering | Ausgabe 6/2012

Einloggen

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

search-config
loading …

Abstract

The swelling of clay when it is subjected to moisture increase is a complicated process found to be influenced by several factors. The clay’s level of response is highly dependent on its mineralogical composition and structure. Practicing geotechnical engineers use the placement state and general index properties to forecast the swelling behavior of the soils. The purpose of this study was to investigate the influence of placement conditions on various clays and to demonstrate that the swelling of a particular clay type should not be predicted using information and trends obtained for other clays with different origins. Clay from Saudi Arabia was used to investigate the influence of initial moisture content and initial dry density on swelling. The prediction models created by other researchers were compared to the measured values in this study. The swelling behavior of both initially dry and wet prepared bentonite was examined, and the rate at which swelling developed in the bentonite clay was studied. The role of clay content in the volume change of sand–bentonite mixtures was also investigated. It was concluded that the prediction of clay-swelling parameters should not be based on the properties of other clays with different origins and mineralogical compositions. The trends published in the literature should be taken as a general guide only, and the influence of moisture content and dry density on swelling should be verified for individual sites. Because clay content significantly influences the overall volume change, it should be carefully assessed in each case.

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 Al-Sharari M (2008) Characterization of Tayma expansive shale. Dissertation for partial fulfillment of BSc. in civil engineering. King Saud University, pp 1–33 Al-Sharari M (2008) Characterization of Tayma expansive shale. Dissertation for partial fulfillment of BSc. in civil engineering. King Saud University, pp 1–33
Zurück zum Zitat American Society for Testing and Materials (1996) Standard test method for one-dimensional swell or settlement potential of cohesive soils. Annual Book of ASTM Standards, ASTM, Philadelphia American Society for Testing and Materials (1996) Standard test method for one-dimensional swell or settlement potential of cohesive soils. Annual Book of ASTM Standards, ASTM, Philadelphia
Zurück zum Zitat Bowles J (1995) Foundation analysis and design, 5th edn. McGraw-Hill, New York Bowles J (1995) Foundation analysis and design, 5th edn. McGraw-Hill, New York
Zurück zum Zitat British Standards Institution BS 1377 (1990) Methods of test for soils for civil engineering purposes. BSI, London British Standards Institution BS 1377 (1990) Methods of test for soils for civil engineering purposes. BSI, London
Zurück zum Zitat Chen FH (1988) Foundations on expansive soils. Elsevier, The Netherlands Chen FH (1988) Foundations on expansive soils. Elsevier, The Netherlands
Zurück zum Zitat Dafalla MA (2004) The use of the fall cone penetrometer in the characterization and assessment of swelling clays. PhD thesis, The University of Leeds, UK, 468 pp Dafalla MA (2004) The use of the fall cone penetrometer in the characterization and assessment of swelling clays. PhD thesis, The University of Leeds, UK, 468 pp
Zurück zum Zitat Dafalla M, Shamrani M (2010) Swelling characteristics of Saudi Tayma shale and consequential impact on light structures. In: Proceedings of the second international conference in geotechnical engineering. Nouha Editions, Sfax, Tunisia, pp 157–166 Dafalla M, Shamrani M (2010) Swelling characteristics of Saudi Tayma shale and consequential impact on light structures. In: Proceedings of the second international conference in geotechnical engineering. Nouha Editions, Sfax, Tunisia, pp 157–166
Zurück zum Zitat Dhowian AW, Erol AO, Youssef AA (1990) Evaluation of expansive soils and foundation methodology in the kingdom of Saudi Arabia. Final report, King Abdul Aziz City for Science and Technology, AT-5-88, Saudi Arabia Dhowian AW, Erol AO, Youssef AA (1990) Evaluation of expansive soils and foundation methodology in the kingdom of Saudi Arabia. Final report, King Abdul Aziz City for Science and Technology, AT-5-88, Saudi Arabia
Zurück zum Zitat Komornick A, David D (1969) Prediction of swelling pressure of clays. J ASCE Soil Mech Found Div 95:209–225 Komornick A, David D (1969) Prediction of swelling pressure of clays. J ASCE Soil Mech Found Div 95:209–225
Zurück zum Zitat Mehmood E, Ilyas M, Farooq K (2011) Effect of initial placement conditions on swelling characteristics of expansive soils. ASCE geotechnical special publication (GSP) no. 211, vol 3, pp 2397–2403 Mehmood E, Ilyas M, Farooq K (2011) Effect of initial placement conditions on swelling characteristics of expansive soils. ASCE geotechnical special publication (GSP) no. 211, vol 3, pp 2397–2403
Zurück zum Zitat Mollins LH (1996) The design of bentonite sand mixtures. PhD thesis, Department of Civil Engineering, The University of Leeds, pp 1–240 Mollins LH (1996) The design of bentonite sand mixtures. PhD thesis, Department of Civil Engineering, The University of Leeds, pp 1–240
Zurück zum Zitat Nayak NV, Christensen RW (1974) Swelling characteristics of compacted expansive soils. Clay Clay Miner 19:251–261CrossRef Nayak NV, Christensen RW (1974) Swelling characteristics of compacted expansive soils. Clay Clay Miner 19:251–261CrossRef
Zurück zum Zitat Rama Rao R, Smart F (1980) Significance of particle size distribution similarity in prediction of swell properties. In: Proceedings of the 4th international conference on expansive soils, Colorado, USA, pp 96–105 Rama Rao R, Smart F (1980) Significance of particle size distribution similarity in prediction of swell properties. In: Proceedings of the 4th international conference on expansive soils, Colorado, USA, pp 96–105
Zurück zum Zitat Shamrani MA, Mutaz E, Puppala AJ, Dafalla MA (2010) Characterization of problematic expansive soils from mineralogical and swell characterization studies. American Society for Civil Engineers (ASCE), geotechnical special publication (GSP) no. 199, pp 793–802 Shamrani MA, Mutaz E, Puppala AJ, Dafalla MA (2010) Characterization of problematic expansive soils from mineralogical and swell characterization studies. American Society for Civil Engineers (ASCE), geotechnical special publication (GSP) no. 199, pp 793–802
Zurück zum Zitat Studds PG (1997) The effect of ionic solutions on the properties of soil. A thesis submitted for the degree of PhD, civil engineering, The University of Leeds, UK, pp 1–216 Studds PG (1997) The effect of ionic solutions on the properties of soil. A thesis submitted for the degree of PhD, civil engineering, The University of Leeds, UK, pp 1–216
Zurück zum Zitat Tay YY, Stewart DI, Cousens TW (2001) Shrinkage and desiccation cracking in bentonite-sand landfill liners. Eng Geol 60:263–274CrossRef Tay YY, Stewart DI, Cousens TW (2001) Shrinkage and desiccation cracking in bentonite-sand landfill liners. Eng Geol 60:263–274CrossRef
Zurück zum Zitat Vijayvergiya VN, Ghazzaly OI (1973) Prediction of swelling potential for natural clays. In: Proceedings of the third international conference on expansive soils, Haifa, pp 227–234 Vijayvergiya VN, Ghazzaly OI (1973) Prediction of swelling potential for natural clays. In: Proceedings of the third international conference on expansive soils, Haifa, pp 227–234
Metadaten
Titel
The Influence of Placement Conditions on the Swelling of Variable Clays
verfasst von
Muawia A. Dafalla
Publikationsdatum
01.12.2012
Verlag
Springer Netherlands
Erschienen in
Geotechnical and Geological Engineering / Ausgabe 6/2012
Print ISSN: 0960-3182
Elektronische ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-012-9544-z

Weitere Artikel der Ausgabe 6/2012

Geotechnical and Geological Engineering 6/2012 Zur Ausgabe