Skip to main content
Erschienen in: Environmental Earth Sciences 20/2017

01.10.2017 | Original Article

Heating–freezing effects on the pore size distribution of a kaolinite clay

verfasst von: Zubin Darbari, Karam A. Jaradat, Sherif L. Abdelaziz

Erschienen in: Environmental Earth Sciences | Ausgabe 20/2017

Einloggen

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

search-config
loading …

Abstract

This study aims to quantify the effect of heating and freezing temperatures on the pore size distribution of saturated clays. Three kaolinite clay specimens were subjected to different temperatures: 20, 70, and − 10 °C. Upon achieving the desired temperature for each specimen, the specimens were flash frozen in liquid nitrogen to preserve their microstructure. Each specimen was, then, freeze-dried for 24 h after which consecutive two-dimensional (2-D) SEM images were taken using a dual focused ion beam/scanning electron microscope. The produced 2-D images of each specimen were used to reconstruct three-dimensional tomographies of the specimens, which were analyzed to determine the pore size distribution at each temperature. Compared to the specimen at room temperature, the pores in the specimen subjected to − 10 °C were larger; this is believed to be due to the formation of ice lenses inside the pores upon freezing and potential merging between initial pores to form larger pores. On the other hand, the heated specimen showed an increase in the volume of the smaller pores and a decrease in the volume of the larger pores compared to the specimen at room temperature. This opposite behavior between the small and large pores in the heated specimen is justified considering (1) the easier flow of water out of the larger pores compared to that in the smaller pores and (2) the anisotropic nature of the thermal expansion of the clay particles.

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 Abdelaziz S, Ozudogru TY (2016) Selection of the design temperature change for energy piles. Appl Therm Eng 107:1036–1045CrossRef Abdelaziz S, Ozudogru TY (2016) Selection of the design temperature change for energy piles. Appl Therm Eng 107:1036–1045CrossRef
Zurück zum Zitat Abuel-Naga HM, Bergado DT, Soralump S, Rujivipat P (2005) Thermal consolidation of soft Bangkok clay. Int J Lowl Technol 17:1–9 Abuel-Naga HM, Bergado DT, Soralump S, Rujivipat P (2005) Thermal consolidation of soft Bangkok clay. Int J Lowl Technol 17:1–9
Zurück zum Zitat Abuel-Naga HM, Bergado DT, Boulazza A (2007) Thermally induced volume change and excess pore water pressure of soft Bangkok clay. Eng Geol 89:144–154CrossRef Abuel-Naga HM, Bergado DT, Boulazza A (2007) Thermally induced volume change and excess pore water pressure of soft Bangkok clay. Eng Geol 89:144–154CrossRef
Zurück zum Zitat Alkire BD, Morrison JM (1983) Change in soil structure due to freeze-thaw and repeated loading. Transp Res Rec 918:15–22 Alkire BD, Morrison JM (1983) Change in soil structure due to freeze-thaw and repeated loading. Transp Res Rec 918:15–22
Zurück zum Zitat Avizo (2016) Avizo user’s guide, 9.0 edn. FEI, Belin (ZIB), Germany Avizo (2016) Avizo user’s guide, 9.0 edn. FEI, Belin (ZIB), Germany
Zurück zum Zitat Baldi G, Hueckel T, Pellegreni R (1988) Thermal volume changes of the mineral-water system in low-porosity clay soils. Can Geotech J 24:807–825CrossRef Baldi G, Hueckel T, Pellegreni R (1988) Thermal volume changes of the mineral-water system in low-porosity clay soils. Can Geotech J 24:807–825CrossRef
Zurück zum Zitat Broms BB, Yao LYC (1964) Shear strength of a soil after freezing and thawing. J Soil Mech Found Div 90:1–25 Broms BB, Yao LYC (1964) Shear strength of a soil after freezing and thawing. J Soil Mech Found Div 90:1–25
Zurück zum Zitat Burghignoli A, Desideri A, Miliziano S (2000) A laboratory study on the thermomechanical behaviour of clayey soils. Can Geotech J 37:764–780CrossRef Burghignoli A, Desideri A, Miliziano S (2000) A laboratory study on the thermomechanical behaviour of clayey soils. Can Geotech J 37:764–780CrossRef
Zurück zum Zitat Campanella RG (1965) Effect of temperature and stress on the time-deformation behavior of saturated clay. University of California, Berkeley Campanella RG (1965) Effect of temperature and stress on the time-deformation behavior of saturated clay. University of California, Berkeley
Zurück zum Zitat Campanella RG, Mitchell JK (1968a) Influence of temperature variations on soil behavior. J Soil Mech Found Div 94:709–734 Campanella RG, Mitchell JK (1968a) Influence of temperature variations on soil behavior. J Soil Mech Found Div 94:709–734
Zurück zum Zitat Campanella RG, Mitchell JK (1968b) Influence of temperature variations on soil behavior. J Soil Mech Found Eng Div 94:709–734 Campanella RG, Mitchell JK (1968b) Influence of temperature variations on soil behavior. J Soil Mech Found Eng Div 94:709–734
Zurück zum Zitat Cekerevac C, Laloui L (2004) Experimental study of thermal effects on the mechanical behaviour of a clay. Int J Numer Anal Meth Geomech 28:209–228CrossRef Cekerevac C, Laloui L (2004) Experimental study of thermal effects on the mechanical behaviour of a clay. Int J Numer Anal Meth Geomech 28:209–228CrossRef
Zurück zum Zitat Chamberlain EJ (1981) Overconsolidation effects of ground freezing. Eng Geol 18:97–110CrossRef Chamberlain EJ (1981) Overconsolidation effects of ground freezing. Eng Geol 18:97–110CrossRef
Zurück zum Zitat Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Eng Geol 13:73–92CrossRef Chamberlain EJ, Gow AJ (1979) Effect of freezing and thawing on the permeability and structure of soils. Eng Geol 13:73–92CrossRef
Zurück zum Zitat Coccia CJR, McCartney JS (2016a) Thermal volume change of poorly draining soils I: critical assessment of volume change mechanisms. Comput Geotech 80:26–40CrossRef Coccia CJR, McCartney JS (2016a) Thermal volume change of poorly draining soils I: critical assessment of volume change mechanisms. Comput Geotech 80:26–40CrossRef
Zurück zum Zitat Coccia CJR, McCartney JS (2016b) Thermal volume change of poorly draining soils II: model development and experimental validation. Comput Geotech 80:16–25CrossRef Coccia CJR, McCartney JS (2016b) Thermal volume change of poorly draining soils II: model development and experimental validation. Comput Geotech 80:16–25CrossRef
Zurück zum Zitat Czurda KA, Hohmann M (1997) Freezing effect on shear strength of clayey soils. Appl Clay Sci 12:165–187CrossRef Czurda KA, Hohmann M (1997) Freezing effect on shear strength of clayey soils. Appl Clay Sci 12:165–187CrossRef
Zurück zum Zitat Demars KR, Charles RD (1982) Soil volume changes induced by temperature cycling. Can Geotech J 19:188–194CrossRef Demars KR, Charles RD (1982) Soil volume changes induced by temperature cycling. Can Geotech J 19:188–194CrossRef
Zurück zum Zitat Donna A, Laloui L (2015) Response of soil subjected to thermal cyclic loading: experimental and constitutive study. Eng Geol 190:65–76CrossRef Donna A, Laloui L (2015) Response of soil subjected to thermal cyclic loading: experimental and constitutive study. Eng Geol 190:65–76CrossRef
Zurück zum Zitat Eigenbrod KD (1996) Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils. Can Geotech J 33:529–537CrossRef Eigenbrod KD (1996) Effects of cyclic freezing and thawing on volume changes and permeabilities of soft fine-grained soils. Can Geotech J 33:529–537CrossRef
Zurück zum Zitat Eriksson LG (1989). Temperature effects on consolidation properties of sulphide clays. Paper presented at the twelfth international conference on soil mechanics and foundation engineering. Rio de Janeiro Eriksson LG (1989). Temperature effects on consolidation properties of sulphide clays. Paper presented at the twelfth international conference on soil mechanics and foundation engineering. Rio de Janeiro
Zurück zum Zitat Garham J, Au VCS (1985) Effects of freeze-thaw and softening on a natural clay at low stresses. Can Geotech J 22:69–78CrossRef Garham J, Au VCS (1985) Effects of freeze-thaw and softening on a natural clay at low stresses. Can Geotech J 22:69–78CrossRef
Zurück zum Zitat Holtz RD, Kovacs WD, Sheahan TC (2011) An introduction to geotechnical engineering, 2nd edn. Pearson Education, Inc., Upper Saddle River, NJ, USA Holtz RD, Kovacs WD, Sheahan TC (2011) An introduction to geotechnical engineering, 2nd edn. Pearson Education, Inc., Upper Saddle River, NJ, USA
Zurück zum Zitat Holzer L, Indutnyi F, Gasser P, Münch B, Wegmann M (2004) Three-dimensional analysis of porous BaTiO3 ceramics using FIB nanotomography. J Microsc 216:84–95CrossRef Holzer L, Indutnyi F, Gasser P, Münch B, Wegmann M (2004) Three-dimensional analysis of porous BaTiO3 ceramics using FIB nanotomography. J Microsc 216:84–95CrossRef
Zurück zum Zitat Hueckel T, Baldi G (1990) Thermoplasticity of saturated clays: experimental constitutive study. J Geotech Eng 116:1778–1796CrossRef Hueckel T, Baldi G (1990) Thermoplasticity of saturated clays: experimental constitutive study. J Geotech Eng 116:1778–1796CrossRef
Zurück zum Zitat Hueckel T, François B, Laloui L (2009) Explaining thermal failure in saturated clays. Géotechnique 59:197–212CrossRef Hueckel T, François B, Laloui L (2009) Explaining thermal failure in saturated clays. Géotechnique 59:197–212CrossRef
Zurück zum Zitat Knellwolf C, Peron H, Laloui L (2011) Geotechnical analysis of heat exchanger piles. J Geotech Geoenviron 137:890–902CrossRef Knellwolf C, Peron H, Laloui L (2011) Geotechnical analysis of heat exchanger piles. J Geotech Geoenviron 137:890–902CrossRef
Zurück zum Zitat Konrad JM (1987) Procedure for determining the segregation potential of freezing soils. Geotech Test J 10:51–58CrossRef Konrad JM (1987) Procedure for determining the segregation potential of freezing soils. Geotech Test J 10:51–58CrossRef
Zurück zum Zitat Konrad JM (1989) Physical processes during freeze-thaw cycles in clayey silts. Cold Reg Sci Technol 16:291–303CrossRef Konrad JM (1989) Physical processes during freeze-thaw cycles in clayey silts. Cold Reg Sci Technol 16:291–303CrossRef
Zurück zum Zitat Kuntiwattanakul P, Towhata I, Ohishi K, Seko I (1995) Temperature effects on undrained shear characteristics of clay. Soils Found 35:147–162CrossRef Kuntiwattanakul P, Towhata I, Ohishi K, Seko I (1995) Temperature effects on undrained shear characteristics of clay. Soils Found 35:147–162CrossRef
Zurück zum Zitat Laloui L (2001) Thermo-mechanical behaviour of soils. Revue Française de Génie Civil 5:809–843CrossRef Laloui L (2001) Thermo-mechanical behaviour of soils. Revue Française de Génie Civil 5:809–843CrossRef
Zurück zum Zitat Laloui L, Nuth M, Vulliet L (2006) Experimental and numerical investigations of the behaviour of a heat exchanger pile. Int J Numer Anal Meth Geomech 30:763–781CrossRef Laloui L, Nuth M, Vulliet L (2006) Experimental and numerical investigations of the behaviour of a heat exchanger pile. Int J Numer Anal Meth Geomech 30:763–781CrossRef
Zurück zum Zitat McKinstry HA (1965) Thermal expansion of clay minerals. Am Mineral 50:212–222 McKinstry HA (1965) Thermal expansion of clay minerals. Am Mineral 50:212–222
Zurück zum Zitat Mitchell JK (1969) Temperature effects on the engineering properties and behavior of soils. Highway Research Board, Washington Mitchell JK (1969) Temperature effects on the engineering properties and behavior of soils. Highway Research Board, Washington
Zurück zum Zitat Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. London, Wiley Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. London, Wiley
Zurück zum Zitat Norrish K, Rausell-Colom JA (1962) Effect of freezing on the swelling of clay minerals. Clay Miner Bull 5:9–16CrossRef Norrish K, Rausell-Colom JA (1962) Effect of freezing on the swelling of clay minerals. Clay Miner Bull 5:9–16CrossRef
Zurück zum Zitat Othman MA, Benson CH (1993) Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay. Can Geotech J 30:236–246CrossRef Othman MA, Benson CH (1993) Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay. Can Geotech J 30:236–246CrossRef
Zurück zum Zitat Paaswell RE (1967) Temperature effects on clay soil consolidation. J Soil Mech Found Div 93:9–22 Paaswell RE (1967) Temperature effects on clay soil consolidation. J Soil Mech Found Div 93:9–22
Zurück zum Zitat Plum RL, Esrig MI (1969) Some temperature effects on soil compressibility and pore water pressure. Highway Research Board, Washington Plum RL, Esrig MI (1969) Some temperature effects on soil compressibility and pore water pressure. Highway Research Board, Washington
Zurück zum Zitat Qi J, Vermeer PA, Cheng G (2006) A review of the influence of freeze-thaw cycles on soil geotechnical properties. Permafr Periglac Process 17:245–252CrossRef Qi J, Vermeer PA, Cheng G (2006) A review of the influence of freeze-thaw cycles on soil geotechnical properties. Permafr Periglac Process 17:245–252CrossRef
Zurück zum Zitat Qi J, Ma W, Song C (2008) Influence of freeze–thaw on engineering properties of a silty soil. Cold Reg Sci Technol 53:397–404CrossRef Qi J, Ma W, Song C (2008) Influence of freeze–thaw on engineering properties of a silty soil. Cold Reg Sci Technol 53:397–404CrossRef
Zurück zum Zitat Qi J, Hu W, Ma W (2010) Experimental study of a pseudo-preconsolidation pressure in frozen soils. Cold Reg Sci Technol 60:230–233CrossRef Qi J, Hu W, Ma W (2010) Experimental study of a pseudo-preconsolidation pressure in frozen soils. Cold Reg Sci Technol 60:230–233CrossRef
Zurück zum Zitat Rowe RK (2012) Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture. Can Geotech J 49:141–169CrossRef Rowe RK (2012) Short- and long-term leakage through composite liners. The 7th Arthur Casagrande Lecture. Can Geotech J 49:141–169CrossRef
Zurück zum Zitat Schneider CA, Rasband WS, Eliceiri KW (2012) NIH Image to ImageJ: 25 years of image analysis. Nat Methods 9:671–675CrossRef Schneider CA, Rasband WS, Eliceiri KW (2012) NIH Image to ImageJ: 25 years of image analysis. Nat Methods 9:671–675CrossRef
Zurück zum Zitat Sultan N, Delage P, Cui YJ (2002) Temperature effects on the volume change behaviour of Boom clay. Eng Geol 64:135–145CrossRef Sultan N, Delage P, Cui YJ (2002) Temperature effects on the volume change behaviour of Boom clay. Eng Geol 64:135–145CrossRef
Zurück zum Zitat Tanaka N, Graham J, Crilly T (1997) Stress-strain behaviour of reconstituted illitic clay at different temperatures. Eng Geol 47:339–350CrossRef Tanaka N, Graham J, Crilly T (1997) Stress-strain behaviour of reconstituted illitic clay at different temperatures. Eng Geol 47:339–350CrossRef
Zurück zum Zitat Tang Y, Yan J (2015) Effect of freeze–thaw on hydraulic conductivity and microstructure of soft soil in Shanghai area. Environ Earth Sci 73:7679–7690CrossRef Tang Y, Yan J (2015) Effect of freeze–thaw on hydraulic conductivity and microstructure of soft soil in Shanghai area. Environ Earth Sci 73:7679–7690CrossRef
Zurück zum Zitat Towhata I, Kuntiwattanakul P, Seko I, Ohishi K (1993) Volume change of clays induced by heating as observed in consolidation tests. Soils Found 33:170–183CrossRef Towhata I, Kuntiwattanakul P, Seko I, Ohishi K (1993) Volume change of clays induced by heating as observed in consolidation tests. Soils Found 33:170–183CrossRef
Zurück zum Zitat Wang D-Y, Ma W, Niu Y-H, Chang X-X, Wen Z (2007) Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay. Cold Reg Sci Technol 48:34–43CrossRef Wang D-Y, Ma W, Niu Y-H, Chang X-X, Wen Z (2007) Effects of cyclic freezing and thawing on mechanical properties of Qinghai-Tibet clay. Cold Reg Sci Technol 48:34–43CrossRef
Metadaten
Titel
Heating–freezing effects on the pore size distribution of a kaolinite clay
verfasst von
Zubin Darbari
Karam A. Jaradat
Sherif L. Abdelaziz
Publikationsdatum
01.10.2017
Verlag
Springer Berlin Heidelberg
Erschienen in
Environmental Earth Sciences / Ausgabe 20/2017
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI
https://doi.org/10.1007/s12665-017-7069-8

Weitere Artikel der Ausgabe 20/2017

Environmental Earth Sciences 20/2017 Zur Ausgabe