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Erschienen in: Bulletin of Engineering Geology and the Environment 1/2019

14.07.2017 | Original Article

Coupling effect of landfill leachate and temperature on the microstructure of stabilized clay

verfasst von: Juan Hou, Jiazheng Li, Yijun Chen

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 1/2019

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Abstract

This paper studies the microstructure of stabilized clay polluted by landfill leachate at different temperatures. For this purpose, dynamic corrosion-stabilized clay was used to prepare mercury intrusion porosimetry and scanning electron microscopy samples by lyophilization. The results showed that a rise in temperature affects the pore structure of corrosion-stabilized clay. Macropores are easily produced when the temperature ranges from 40 to 60 °C, while cryptopores and ultramicropores appear in significant numbers if the temperature reaches 80 °C. The corresponding micrographs show a dispersed structure at temperatures of 40 to 60 °C and a clearly flower-like structure at 80 °C. Landfill leachate has obvious effects on the microstructure of stabilized clay. After corrosion processes, pore size is reduced while average pore radius is increased. Macropores increase and span a wider range. The peak of the pore size distribution curve shifts from the middle to both ends; porosity initially decreases and then increases. From the chemical point of view, this corrosion mechanism is mainly due to the growth of new material such as calcium chloro-aluminates, ettringite or dihydrate gypsum that were generated by the reaction between landfill leachate and stabilized clay.

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Literatur
Zurück zum Zitat Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42:223–237CrossRef Bell FG (1996) Lime stabilization of clay minerals and soils. Eng Geol 42:223–237CrossRef
Zurück zum Zitat Chen YG, Zou YS, Zhang KN (2006) Numerical simulation of heavy metal cations transport controlled by clay-solidified grouting curtain in landfills. Rock Soil Mech 110(5):1634–1639 Chen YG, Zou YS, Zhang KN (2006) Numerical simulation of heavy metal cations transport controlled by clay-solidified grouting curtain in landfills. Rock Soil Mech 110(5):1634–1639
Zurück zum Zitat Chen YG, Zou YS, Zhang KN (2007) Adsorption of heavy metals on clay- solidified grouting curtain. J Hunan Univ(Nat Sci) 34(2):25–28 Chen YG, Zou YS, Zhang KN (2007) Adsorption of heavy metals on clay- solidified grouting curtain. J Hunan Univ(Nat Sci) 34(2):25–28
Zurück zum Zitat Chen YG, Zhang KN, Zou YS, Ye WM (2008) Effective factors of adsorption of lead by clay-solidified grouting curtain. J Hunan Univ (Nat Sci) 35:15–18 Chen YG, Zhang KN, Zou YS, Ye WM (2008) Effective factors of adsorption of lead by clay-solidified grouting curtain. J Hunan Univ (Nat Sci) 35:15–18
Zurück zum Zitat Chen YG, Zhang KN, Deng FY, Ye WM (2009) Adsorption of phenol in leachate on clay-solidified grouting curtain. J Cent S Univ Technol 40(1):243–247 Chen YG, Zhang KN, Deng FY, Ye WM (2009) Adsorption of phenol in leachate on clay-solidified grouting curtain. J Cent S Univ Technol 40(1):243–247
Zurück zum Zitat Chen L, Du YJ, Liu SY, Jin F (2011a) Experimental study of stress-strain properties of cement-treated lead-contaminated soils. Rock Soil Mech 32(3):715–721 Chen L, Du YJ, Liu SY, Jin F (2011a) Experimental study of stress-strain properties of cement-treated lead-contaminated soils. Rock Soil Mech 32(3):715–721
Zurück zum Zitat Chen YG, Ye WM, Zhang KN (2011b) Factors affecting phenol adsorption on clay-solidified grouting curtain. J Cent S Univ Technol 18(3):854–858CrossRef Chen YG, Ye WM, Zhang KN (2011b) Factors affecting phenol adsorption on clay-solidified grouting curtain. J Cent S Univ Technol 18(3):854–858CrossRef
Zurück zum Zitat Collins AR, Fritsch DA, Diener R (1993) Expanding uses for poultry litter. Biocycle J Composting Recycling 34(1):64–67 Collins AR, Fritsch DA, Diener R (1993) Expanding uses for poultry litter. Biocycle J Composting Recycling 34(1):64–67
Zurück zum Zitat Cuisinier O, Deneele D, Masrouri F (2009) Shear strength behaviour of compacted clayey soils percolated with an alkaline solution. Eng Geol 108(3–4):177–188CrossRef Cuisinier O, Deneele D, Masrouri F (2009) Shear strength behaviour of compacted clayey soils percolated with an alkaline solution. Eng Geol 108(3–4):177–188CrossRef
Zurück zum Zitat Cuisinier O, Auriol JC, Borgne TL, Deneele D (2011) Microstructure and hydraulic conductivity of a compacted lime-treated soil. Eng Geol 123(3):187–193CrossRef Cuisinier O, Auriol JC, Borgne TL, Deneele D (2011) Microstructure and hydraulic conductivity of a compacted lime-treated soil. Eng Geol 123(3):187–193CrossRef
Zurück zum Zitat Delage P, Pellerin FM (1984) Influence de la lyophilisation sur la structure d’une argile sensible du Quebec. Clay Miner 19(2):151–160CrossRef Delage P, Pellerin FM (1984) Influence de la lyophilisation sur la structure d’une argile sensible du Quebec. Clay Miner 19(2):151–160CrossRef
Zurück zum Zitat Eid HT (2011) Shear strength of geosynthetic composite systems for design of landfill liner and cover slopes. Geotext Geomembr 29(3):335–344CrossRef Eid HT (2011) Shear strength of geosynthetic composite systems for design of landfill liner and cover slopes. Geotext Geomembr 29(3):335–344CrossRef
Zurück zum Zitat Ghobadi MH, Abdilor Y, Babazadeh R (2014) Stabilization of clay soils using lime and effect of pH variations on shear strength parameters. Bull Eng Geol Environ 73(2):611–619CrossRef Ghobadi MH, Abdilor Y, Babazadeh R (2014) Stabilization of clay soils using lime and effect of pH variations on shear strength parameters. Bull Eng Geol Environ 73(2):611–619CrossRef
Zurück zum Zitat Hayashi H, Nishimoto S, Ohishi K et al (2004) Long-term characteristics on strength of cement- treated soil (part 1) Report of the Civil Engineering Research Institute for Cold Regions 611:11–19. (in Japanese) Hayashi H, Nishimoto S, Ohishi K et al (2004) Long-term characteristics on strength of cement- treated soil (part 1) Report of the Civil Engineering Research Institute for Cold Regions 611:11–19. (in Japanese)
Zurück zum Zitat Horpibulsuk S, Rachan R, Chinkulkijniwat A, Raksachon Y, Suddeepong A (2010) Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Constr Build Mater 24(10):2011–2021CrossRef Horpibulsuk S, Rachan R, Chinkulkijniwat A, Raksachon Y, Suddeepong A (2010) Analysis of strength development in cement-stabilized silty clay from microstructural considerations. Constr Build Mater 24(10):2011–2021CrossRef
Zurück zum Zitat Hu X, Hong BN, Qi S, Zhang HJ (2007) Experimental study on erosive effects of cl− and SO4 2− on ecological soil. J Shenzhen Univ Sci Eng 24(4):368–372 Hu X, Hong BN, Qi S, Zhang HJ (2007) Experimental study on erosive effects of cl and SO4 2− on ecological soil. J Shenzhen Univ Sci Eng 24(4):368–372
Zurück zum Zitat Kalkan E, Akbulut S (2004) The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Eng Geol 73(1–2):145–156CrossRef Kalkan E, Akbulut S (2004) The positive effects of silica fume on the permeability, swelling pressure and compressive strength of natural clay liners. Eng Geol 73(1–2):145–156CrossRef
Zurück zum Zitat Kavak A, Baykal G (2012) Long-term behavior of lime-stabilized kaolinite clay. Environ Earth Sci 66(7):1943–1955CrossRef Kavak A, Baykal G (2012) Long-term behavior of lime-stabilized kaolinite clay. Environ Earth Sci 66(7):1943–1955CrossRef
Zurück zum Zitat Koerner RM, Soong TY (2000) Stability assessment of ten large landfill failures. Advances in transportation and geoenvironmental systems using geosynthetic 15(291):1–38 Koerner RM, Soong TY (2000) Stability assessment of ten large landfill failures. Advances in transportation and geoenvironmental systems using geosynthetic 15(291):1–38
Zurück zum Zitat Kong LR, Huang HW, Zhang DM, Hicher PY (2007) Experiment study on relationship between pore distribution and different stress levels due to consolidation of soft clays. Chin J Undergr Space Eng 3(6):1036–1040 Kong LR, Huang HW, Zhang DM, Hicher PY (2007) Experiment study on relationship between pore distribution and different stress levels due to consolidation of soft clays. Chin J Undergr Space Eng 3(6):1036–1040
Zurück zum Zitat Latifi A, Rashid ASA, Siddiqua S, Horpibulsuk S (2015) Micro-structural analysis of strength development in low- and high- swelling clays stabilized with magnesium chloride solution-a green soil stabilizer. Appl Clay Sci 118:195–206CrossRef Latifi A, Rashid ASA, Siddiqua S, Horpibulsuk S (2015) Micro-structural analysis of strength development in low- and high- swelling clays stabilized with magnesium chloride solution-a green soil stabilizer. Appl Clay Sci 118:195–206CrossRef
Zurück zum Zitat Lemaire K, Deneele D, Bonnet S, Legret M (2013) Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt. Eng Geol 166(8):255–261CrossRef Lemaire K, Deneele D, Bonnet S, Legret M (2013) Effects of lime and cement treatment on the physicochemical, microstructural and mechanical characteristics of a plastic silt. Eng Geol 166(8):255–261CrossRef
Zurück zum Zitat Liu H (2001) The influence of solid waste to on Shanghai geological environment and its countermeasures. Shanghai Geol Surv 77(1):27–32 (in Chinese) Liu H (2001) The influence of solid waste to on Shanghai geological environment and its countermeasures. Shanghai Geol Surv 77(1):27–32 (in Chinese)
Zurück zum Zitat Mao J (2007) Strength characteristics of Municipal Solid Waste improved by cement. Master’s Dissertation, Hohai University, Nanjing Mao J (2007) Strength characteristics of Municipal Solid Waste improved by cement. Master’s Dissertation, Hohai University, Nanjing
Zurück zum Zitat Millogo Y, Morel JC (2012) Microstructural characterization and mechanical properties of cement- stabilised adobes. Mater Struct 45(9):1311–1318CrossRef Millogo Y, Morel JC (2012) Microstructural characterization and mechanical properties of cement- stabilised adobes. Mater Struct 45(9):1311–1318CrossRef
Zurück zum Zitat Mitchell JK, Seed RB, Seed HB (1990) Kettleman Hills waste landfill slope failure I: liner system properties. J Geotech Eng 116(4):647–668CrossRef Mitchell JK, Seed RB, Seed HB (1990) Kettleman Hills waste landfill slope failure I: liner system properties. J Geotech Eng 116(4):647–668CrossRef
Zurück zum Zitat Modarres A, Nosoudy YM (2015) Clay stabilization using coal waste and lime-technical and environmental impacts. Appl Clay Sci 116-117:281–288CrossRef Modarres A, Nosoudy YM (2015) Clay stabilization using coal waste and lime-technical and environmental impacts. Appl Clay Sci 116-117:281–288CrossRef
Zurück zum Zitat Mutaz E, Dafalla MA (2014) Chemical analysis and X-ray diffraction assessment of stabilized expansive soils. Bull Eng Geol Environ 73(4):1063–1072CrossRef Mutaz E, Dafalla MA (2014) Chemical analysis and X-ray diffraction assessment of stabilized expansive soils. Bull Eng Geol Environ 73(4):1063–1072CrossRef
Zurück zum Zitat Obuzor GN, Kinuthia JM, Robinson RB (2011) Utilisation of lime- activated GGBS to reduce the deleterious effect of flooding on stabilised road structural materials: a laboratory simulation. Eng Geol 122(3–4):334–338CrossRef Obuzor GN, Kinuthia JM, Robinson RB (2011) Utilisation of lime- activated GGBS to reduce the deleterious effect of flooding on stabilised road structural materials: a laboratory simulation. Eng Geol 122(3–4):334–338CrossRef
Zurück zum Zitat Osula DOA (1991) Lime modification of problem laterite. Eng Geol 30(2):141–154CrossRef Osula DOA (1991) Lime modification of problem laterite. Eng Geol 30(2):141–154CrossRef
Zurück zum Zitat Osula DOA (1996) A comparative evaluation of cement and lime modification of laterite. Eng Geol 42(1):71–81CrossRef Osula DOA (1996) A comparative evaluation of cement and lime modification of laterite. Eng Geol 42(1):71–81CrossRef
Zurück zum Zitat Qian XD, Koerner RM, Gray DH (2001) Geotechnical aspects of landfill design and construction. Prentice-Hall, New Jersey Qian XD, Koerner RM, Gray DH (2001) Geotechnical aspects of landfill design and construction. Prentice-Hall, New Jersey
Zurück zum Zitat Rajasekaran G, Rao SN (1997) The microstructure of lime-stabilized marine clay. Ocean Eng 24(9):867–875CrossRef Rajasekaran G, Rao SN (1997) The microstructure of lime-stabilized marine clay. Ocean Eng 24(9):867–875CrossRef
Zurück zum Zitat Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted boom clay. Eng Geol 54(1–2):117–127CrossRef Romero E, Gens A, Lloret A (1999) Water permeability, water retention and microstructure of unsaturated compacted boom clay. Eng Geol 54(1–2):117–127CrossRef
Zurück zum Zitat Rowe RK (2005) Long-term performance of contaminant barrier systems. 45th Rankine lecture. Geotechnique 55(9):631–678CrossRef Rowe RK (2005) Long-term performance of contaminant barrier systems. 45th Rankine lecture. Geotechnique 55(9):631–678CrossRef
Zurück zum Zitat Rowe RK, Quigley RM, Booker JR (1995) Clayey barrier systems for waste disposal facilities. E & FN Spon (Chapman & Hall), LondonCrossRef Rowe RK, Quigley RM, Booker JR (1995) Clayey barrier systems for waste disposal facilities. E & FN Spon (Chapman & Hall), LondonCrossRef
Zurück zum Zitat Runigo BL, Ferber V, Cui YJ, Cuisinier O, Deneele D (2011) Performance of lime-treated silty soil under long-term hydraulic conditions. Eng Geol 118:20–28CrossRef Runigo BL, Ferber V, Cui YJ, Cuisinier O, Deneele D (2011) Performance of lime-treated silty soil under long-term hydraulic conditions. Eng Geol 118:20–28CrossRef
Zurück zum Zitat Saadeldin S, Siddiqua S (2013) Geotechnical characterization of a clay-cement mix. Bull Eng Geol Environ 72(3):601–608CrossRef Saadeldin S, Siddiqua S (2013) Geotechnical characterization of a clay-cement mix. Bull Eng Geol Environ 72(3):601–608CrossRef
Zurück zum Zitat Sariosseiri F, Muhunthan B (2009) Effect of cement treatment on geotechnical properties of some Washington state soils. Eng Geol 104(1–2):119–125CrossRef Sariosseiri F, Muhunthan B (2009) Effect of cement treatment on geotechnical properties of some Washington state soils. Eng Geol 104(1–2):119–125CrossRef
Zurück zum Zitat Shear DL, Olsen HW, Nelson KR (1993) Effects of desiccation on the hydraulic conductivity versus void ratio relationship for natural clay. Transportation research record. National Academy Press, Washington D C, pp 1365–1370 Shear DL, Olsen HW, Nelson KR (1993) Effects of desiccation on the hydraulic conductivity versus void ratio relationship for natural clay. Transportation research record. National Academy Press, Washington D C, pp 1365–1370
Zurück zum Zitat Tran TD, Cui YJ, Tang AM, Audiguier M, Cojean R (2014) Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay. J Rock Mech Geotech Eng (in Chinese) 6(5):399–404CrossRef Tran TD, Cui YJ, Tang AM, Audiguier M, Cojean R (2014) Effects of lime treatment on the microstructure and hydraulic conductivity of Héricourt clay. J Rock Mech Geotech Eng (in Chinese) 6(5):399–404CrossRef
Zurück zum Zitat Wen HJ, Liu J, Gao YJ, Zhang H (2010) Dynamic corrosion behaviors of tubing steels in simulated oilfield H2S/CO2 environment. Total Corros Control (in Chinese) 24:34–36 Wen HJ, Liu J, Gao YJ, Zhang H (2010) Dynamic corrosion behaviors of tubing steels in simulated oilfield H2S/CO2 environment. Total Corros Control (in Chinese) 24:34–36
Zurück zum Zitat Wild S, Kinuthia JM, Jones GI, Higgins DD (1998) Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime stabilized sulphate-bearing clay soils. Eng Geol 51(1):37–53CrossRef Wild S, Kinuthia JM, Jones GI, Higgins DD (1998) Effects of partial substitution of lime with ground granulated blast furnace slag (GGBS) on the strength properties of lime stabilized sulphate-bearing clay soils. Eng Geol 51(1):37–53CrossRef
Zurück zum Zitat Xue Q, Zhang Q (2014) Effects of leachate concentration on the integrity of solidified clay liners. Waste Manag Res 32(3):198–206CrossRef Xue Q, Zhang Q (2014) Effects of leachate concentration on the integrity of solidified clay liners. Waste Manag Res 32(3):198–206CrossRef
Zurück zum Zitat Xue Q, Zhao Y, Li ZZ, Liu L (2014a) Numerical simulation on the cracking and failure law of compacted clay lining in landfill closure cover system. Int J Numer Anal Methods Geomech 38(15):1556–1584CrossRef Xue Q, Zhao Y, Li ZZ, Liu L (2014a) Numerical simulation on the cracking and failure law of compacted clay lining in landfill closure cover system. Int J Numer Anal Methods Geomech 38(15):1556–1584CrossRef
Zurück zum Zitat Xue Q, Wan Y, Chen YJ, Zhao Y (2014b) Experimental research on the evolution laws of soil fabric of compacted clay liner in a landfill final cover under the dry-wet cycle. Bull Eng Geol Environ 73(2):517–529CrossRef Xue Q, Wan Y, Chen YJ, Zhao Y (2014b) Experimental research on the evolution laws of soil fabric of compacted clay liner in a landfill final cover under the dry-wet cycle. Bull Eng Geol Environ 73(2):517–529CrossRef
Zurück zum Zitat Xue Q, Wang P, Li JS, Zhang TT, Wang SY (2017) Investigation of the leaching behavior of lead in stabilized/solidified waste using a two-year semi-dynamic leaching test. Chemosphere 166:1–7CrossRef Xue Q, Wang P, Li JS, Zhang TT, Wang SY (2017) Investigation of the leaching behavior of lead in stabilized/solidified waste using a two-year semi-dynamic leaching test. Chemosphere 166:1–7CrossRef
Zurück zum Zitat Yu KB, Zhang H (2003) Corrosion of rubbish leachate on rock and soil and influence on their mechanical properties. Chin J Rock Mech Eng (in Chinese) 22:1753–1755 Yu KB, Zhang H (2003) Corrosion of rubbish leachate on rock and soil and influence on their mechanical properties. Chin J Rock Mech Eng (in Chinese) 22:1753–1755
Zurück zum Zitat Zhang SS (2007) A review on the separators of liquid electrolyte li-ion batteries. J Power Sources 164:351–364CrossRef Zhang SS (2007) A review on the separators of liquid electrolyte li-ion batteries. J Power Sources 164:351–364CrossRef
Zurück zum Zitat Zhang HM, Su BY (2003) Waste landfill leachate and research development of its pollution to of groundwater. Hydrogeol Eng Geol (in Chinese) 30(6):110–115 Zhang HM, Su BY (2003) Waste landfill leachate and research development of its pollution to of groundwater. Hydrogeol Eng Geol (in Chinese) 30(6):110–115
Zurück zum Zitat Zhang TW, Yue XB, Deng YF, Zhang DW, Liu SY (2014) Mechanical behaviour and micro-structure cement-stabilised marine clay with a metakaolin agent. Constr Build Mater 73:51–57CrossRef Zhang TW, Yue XB, Deng YF, Zhang DW, Liu SY (2014) Mechanical behaviour and micro-structure cement-stabilised marine clay with a metakaolin agent. Constr Build Mater 73:51–57CrossRef
Zurück zum Zitat Zhu SD, Liu HL, Bai ZQ et al (2009) Dynamic corrosion behavior of P110 steel in stimulated oil field CO2 /H2S environment. Chem Eng Oil Gas 38:65–68 Zhu SD, Liu HL, Bai ZQ et al (2009) Dynamic corrosion behavior of P110 steel in stimulated oil field CO2 /H2S environment. Chem Eng Oil Gas 38:65–68
Metadaten
Titel
Coupling effect of landfill leachate and temperature on the microstructure of stabilized clay
verfasst von
Juan Hou
Jiazheng Li
Yijun Chen
Publikationsdatum
14.07.2017
Verlag
Springer Berlin Heidelberg
Erschienen in
Bulletin of Engineering Geology and the Environment / Ausgabe 1/2019
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI
https://doi.org/10.1007/s10064-017-1099-z

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