Compaction and strength characteristics of an expansive clay stabilised with lime sludge and cement
The chemical stabilization of expansive soils has been found to be quite successful in controlling detrimental volume changes due to swell-shrink behaviour. Lime, cement, CaCl2, fly ash, pond ash and other chemical reagents have been effective in stabilizing expansive soils and improving their chara...
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| Published in | Soils and foundations Vol. 60; no. 1; pp. 129 - 138 |
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| Main Authors | , |
| Format | Journal Article |
| Language | English |
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Elsevier B.V
01.02.2020
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| Abstract | The chemical stabilization of expansive soils has been found to be quite successful in controlling detrimental volume changes due to swell-shrink behaviour. Lime, cement, CaCl2, fly ash, pond ash and other chemical reagents have been effective in stabilizing expansive soils and improving their characteristics. The influence of lime sludge, a by-product of the paper industry, on the index properties of expansive clays was investigated. Their LL, PI and FSI, and the engineering characteristics of these clays were measured after being treated, including their compaction characteristics, stress-strain behaviours at different curing periods and CBRs. The index and engineering properties of the clay-lime sludge blends were studied for different lime sludge contents. As the compacted density did not show a satisfactory improvement upon addition of lime sludge, 10% cement was added to all the lime sludge-clay blends to study its influence on the above properties of lime sludge–treated expansive clay. The addition of 10% cement resulted in lower LL, PI and FSI and higher densities, strengths and CBRs. |
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| AbstractList | The chemical stabilization of expansive soils has been found to be quite successful in controlling detrimental volume changes due to swell-shrink behaviour. Lime, cement, CaCl2, fly ash, pond ash and other chemical reagents have been effective in stabilizing expansive soils and improving their characteristics. The influence of lime sludge, a by-product of the paper industry, on the index properties of expansive clays was investigated. Their LL, PI and FSI, and the engineering characteristics of these clays were measured after being treated, including their compaction characteristics, stress-strain behaviours at different curing periods and CBRs. The index and engineering properties of the clay-lime sludge blends were studied for different lime sludge contents. As the compacted density did not show a satisfactory improvement upon addition of lime sludge, 10% cement was added to all the lime sludge-clay blends to study its influence on the above properties of lime sludge–treated expansive clay. The addition of 10% cement resulted in lower LL, PI and FSI and higher densities, strengths and CBRs. |
| Author | Phanikumar, B.R. Ramanjaneya Raju, E. |
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| Cites_doi | 10.1080/17486020902856983 10.1080/17486020902857007 10.3141/1652-28 10.1680/grim.2008.161.3.121 10.1061/(ASCE)1090-0241(2001)127:7(568) 10.1061/(ASCE)1090-0241(2004)130:2(153) 10.1016/0956-053X(93)90034-T 10.1007/s10706-015-9956-7 10.1061/(ASCE)1090-0241(2004)130:7(764) 10.1016/j.enggeo.2008.01.003 10.1061/(ASCE)0899-1561(2007)19:1(67) 10.1016/j.jrmge.2018.08.013 10.1080/17486025.2014.902120 10.1061/(ASCE)1090-0241(2007)133:5(531) 10.1016/j.jhazmat.2008.05.060 10.1016/S0008-8846(00)00466-X 10.1016/0921-3449(91)90041-L 10.1007/s10706-018-0544-5 10.1680/geot.1967.17.2.119 10.1016/j.proeng.2013.01.019 10.1016/j.oceaneng.2004.08.012 10.1520/GTJ11387 |
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| Keywords | Chemical stabilization Lime Lime sludge Swell-shrink behaviour Expansive soils Cement |
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| References | Cokca (b0035) 2001; 127 Phanikumar, Sreedharan, Aniruddh (b0195) 2015; 10 Prusinski, Bhattacharja (b0210) 1999 Lu, Likos (b0120) 2004 Dyer, M.R., O’Flaherty, C.A., 1971. Some variable properties of pulverized fuel ash, Chemistry and Industry, pp. 8–15. Gupta, S., Seehra, S.S., 1989. Studies on lime-granulated blast furnace slag as an alternative binder to cement. Highway Research Board Bulletin, No. 38, pp. 81–97. Phanikumar, Sharma (b0165) 2004; 130 Yadu, Tripathi (b0255) 2013; 51 Firoozi, Olgun, Firoozi, Baghini (b0055) 2017; 8 Yu, X.B., Zhang, B., Cartweight, D., 2010. Beneficial utilization of lime sludge for subgrade stabilization: A pilot investigation. Ohio Department of Transportation, Office of Research and Development. CRI-ENG-SP 965, 2000. Utilization of lime sludge for value added products and productivity enhancement of lime kilns. National Council for cement and building materials, New Delhi. Phanikumar, Sharma (b0175) 2007; 19 Coban, H.S., 2017. The use of lime sludge for soil stabilization. M. S. Thesis. Iowa State University, Ames, USA. Phanikumar, B.R., Sastry, M.V.B.R., 2001. Stabilizing swelling subgrades with calcium chloride. Highway Research Bulletin, Vol. 65, Journal of Indian Roads Congress, pp. 77–82. Akinmusuru (b0010) 1991; 5 Chen, Lin (b0025) 2009; 162 MacLean, D.J., Lewis, W.A., 1963. British practice in the design and specification of cement-stabilized bases and sub-bases for roads. Highway Research Record No. 36, pp. 56–76. Higgins, D.D., 2005. Soil stabilization with GGBS, UK Cementitious Slag Makers Association (CMSA). Holtz, Gibbs (b0085) 1956; 121 Croft (b0045) 1967; 17 Umashankar, Phanikumar (b0250) 2012; 7: 4 Sharma, Jain, Prakash (b0240) 1978 Basha, Hashim, Muntohar (b0015) 2003 Phanikumar, Nagaraju (b0205) 2018 Rao, Phanikumar, Suresh (b0230) 2008; 161 Hart, Shakoor, Wilson (b0075) 1993; 13 Rajasekaran (b0215) 2005; 32 Mehta (b0130) 1986 Satyanarayana (b0235) 1966 Gourley, C.S., Newill, D., Schreiner, H.D., 1993. Expansive soils: TRL’s research strategy. In: Proceedings, 1st International Symposium on Engineering Characteristics of Arid Soils, London. Nweke, Okogbue (b0145) 2017; 8 Sherwood (b0245) 1995 Katti, R.K., 1978. Search for solutions to problems in black cotton soils. First I.G.S Annual Lecture, Indian Geotech. Society at I.I.T., Delhi. Nelson and Miller, J.D., 1992. Expansive soils: Problems and Practice in Foundation and Pavement Engineering. John Wiley Publication. Ranganatham, B.V., Sathyanarayana, B., 1965. A rational method of predicting swelling potential for compacted expansive clays. In: Proc. 6th Int. Conf. S.M. & F.E., Canada, vol. 1, pp. 92–96. Phanikumar, Mani, Sathiyasheelan, Reddy (b0185) 2009; 4 Payá, Monzó, Borrachero, Mellado, Ordoñez (b0150) 2001; 31 Gambhir (b0060) 1995 Hoyos, Puppala, Chainuwat (b0090) 2004; 130 Acosta, H., Edil, T., Benson, C., 2003. Soil stabilization and drying using fly ash. Geo-Engineering Rep. No. 03-03. Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, Wisconsin. Phanikumar, Rao, Suresh (b0180) 2008; 161 Phanikumar, Sharma, Rao, Madhav (b0170) 2004; 27 Phanikumar (b0190) 2009; 4 Little, D.N., Males, E.H., Prusinski, J.R., Stewart, B., 2016. Cementitious stabilization, A Research Report, A2J01, Committee on Cementitious stabilization. Louisiana State University. Mitchell, Soga (b0135) 2005 Phanikumar, B.R., 1997. A study of swelling characteristics of and granular pile anchor foundation system in expansive soils. Ph.D thesis. Jawaharlal Nehru Technological Univ., Hyderabad, India. Rao, Phanikumar, Dayakar Babu, Suresh (b0225) 2007 Ikeagwani, Nwonu (b0095) 2018; 11 Zhu, Liu (b0265) 2008; 97 Liu, Su, Namdar, Zhou, She, Yang (b0115) 2019 Chen (b0020) 1988 Phanikumar, Umashankar (b0200) 2016; 34 Sherwood (10.1016/j.sandf.2020.01.007_b0245) 1995 Croft (10.1016/j.sandf.2020.01.007_b0045) 1967; 17 Phanikumar (10.1016/j.sandf.2020.01.007_b0190) 2009; 4 10.1016/j.sandf.2020.01.007_b0260 Basha (10.1016/j.sandf.2020.01.007_b0015) 2003 10.1016/j.sandf.2020.01.007_b0140 10.1016/j.sandf.2020.01.007_b0065 10.1016/j.sandf.2020.01.007_b0220 10.1016/j.sandf.2020.01.007_b0100 Phanikumar (10.1016/j.sandf.2020.01.007_b0170) 2004; 27 Umashankar (10.1016/j.sandf.2020.01.007_b0250) 2012; 7: 4 10.1016/j.sandf.2020.01.007_b0105 Cokca (10.1016/j.sandf.2020.01.007_b0035) 2001; 127 Ikeagwani (10.1016/j.sandf.2020.01.007_b0095) 2018; 11 Phanikumar (10.1016/j.sandf.2020.01.007_b0185) 2009; 4 Sharma (10.1016/j.sandf.2020.01.007_b0240) 1978 Hoyos (10.1016/j.sandf.2020.01.007_b0090) 2004; 130 Liu (10.1016/j.sandf.2020.01.007_b0115) 2019 Phanikumar (10.1016/j.sandf.2020.01.007_b0175) 2007; 19 10.1016/j.sandf.2020.01.007_b0050 Rao (10.1016/j.sandf.2020.01.007_b0225) 2007 Prusinski (10.1016/j.sandf.2020.01.007_b0210) 1999 Hart (10.1016/j.sandf.2020.01.007_b0075) 1993; 13 Phanikumar (10.1016/j.sandf.2020.01.007_b0205) 2018 Chen (10.1016/j.sandf.2020.01.007_b0020) 1988 10.1016/j.sandf.2020.01.007_b0080 10.1016/j.sandf.2020.01.007_b0160 10.1016/j.sandf.2020.01.007_b0040 Zhu (10.1016/j.sandf.2020.01.007_b0265) 2008; 97 Phanikumar (10.1016/j.sandf.2020.01.007_b0180) 2008; 161 Rajasekaran (10.1016/j.sandf.2020.01.007_b0215) 2005; 32 10.1016/j.sandf.2020.01.007_b0125 10.1016/j.sandf.2020.01.007_b0005 Holtz (10.1016/j.sandf.2020.01.007_b0085) 1956; 121 Nweke (10.1016/j.sandf.2020.01.007_b0145) 2017; 8 Mehta (10.1016/j.sandf.2020.01.007_b0130) 1986 Mitchell (10.1016/j.sandf.2020.01.007_b0135) 2005 Yadu (10.1016/j.sandf.2020.01.007_b0255) 2013; 51 Firoozi (10.1016/j.sandf.2020.01.007_b0055) 2017; 8 10.1016/j.sandf.2020.01.007_b0070 Gambhir (10.1016/j.sandf.2020.01.007_b0060) 1995 Satyanarayana (10.1016/j.sandf.2020.01.007_b0235) 1966 10.1016/j.sandf.2020.01.007_b0030 10.1016/j.sandf.2020.01.007_b0155 Phanikumar (10.1016/j.sandf.2020.01.007_b0165) 2004; 130 Phanikumar (10.1016/j.sandf.2020.01.007_b0200) 2016; 34 Chen (10.1016/j.sandf.2020.01.007_b0025) 2009; 162 Lu (10.1016/j.sandf.2020.01.007_b0120) 2004 Rao (10.1016/j.sandf.2020.01.007_b0230) 2008; 161 Akinmusuru (10.1016/j.sandf.2020.01.007_b0010) 1991; 5 Payá (10.1016/j.sandf.2020.01.007_b0150) 2001; 31 Phanikumar (10.1016/j.sandf.2020.01.007_b0195) 2015; 10 |
| References_xml | – volume: 11 start-page: 423 year: 2018 end-page: 440 ident: b0095 article-title: Emerging trends in expansive soil stabilization – a review publication-title: J. Rock Mech. Geotech. Eng. – volume: 51 start-page: 125 year: 2013 end-page: 131 ident: b0255 article-title: Effects of granulated blast furnace slag in the engineering behaviour of stabilized soft soil publication-title: Proc. Eng. – volume: 4 start-page: 175 year: 2009 end-page: 181 ident: b0190 article-title: Effect of lime and fly ash on swell consolidation and shear strength characteristics of expansive clays: a comparative study publication-title: Geomech. Geoeng.: Int J. – reference: Gupta, S., Seehra, S.S., 1989. Studies on lime-granulated blast furnace slag as an alternative binder to cement. Highway Research Board Bulletin, No. 38, pp. 81–97. – volume: 121 start-page: 641 year: 1956 end-page: 677 ident: b0085 article-title: Engineering properties of expansive clays publication-title: Trans. ASCE – start-page: 531 year: 2007 end-page: 538 ident: b0225 article-title: Pullout behavior of granular pile-anchors in expansive clay beds in-situ publication-title: ASCE J. Geotech. Geoenviron. Eng. – year: 1986 ident: b0130 article-title: Concrete Structure, Properties and Materials – year: 2018 ident: b0205 article-title: Influence of fly ash (FA) and rice husk ash (RHA) on properties of expansive clays-a comparative study publication-title: Geotech. Geol. Eng. – volume: 130 start-page: 153 year: 2004 end-page: 162 ident: b0090 article-title: Dynamic properties of chemically stabilized sulfate rich clay publication-title: ASCE J. Geotech. Geoenviron. Eng. – year: 2005 ident: b0135 article-title: Fundamentals of Soil Behavior – year: 1966 ident: b0235 article-title: Swelling pressure and related mechanical properties of black cotton soils – reference: CRI-ENG-SP 965, 2000. Utilization of lime sludge for value added products and productivity enhancement of lime kilns. National Council for cement and building materials, New Delhi. – volume: 7: 4 start-page: 283 year: 2012 end-page: 291 ident: b0250 article-title: Correlation studies on index properties of fly ash-stabilised expansive clay liners publication-title: Geomech. Geoeng. Int. J. – volume: 162 start-page: 321 year: 2009 end-page: 327 ident: b0025 article-title: Stabilisation treatment of soft subgrade soil by sewage sludge ash and cement publication-title: J. Hazard. Mater. – volume: 127 start-page: 568 year: 2001 end-page: 573 ident: b0035 article-title: Use of class C fly ash for the stabilization of an expansive soil publication-title: J. Geotech. Geoenviron. Eng. – volume: 31 start-page: 212 year: 2001 end-page: 231 ident: b0150 article-title: Determination of amorphous silica in rice husk ash by rapid analytical method publication-title: Cem. Concr. Res. – reference: Dyer, M.R., O’Flaherty, C.A., 1971. Some variable properties of pulverized fuel ash, Chemistry and Industry, pp. 8–15. – reference: Little, D.N., Males, E.H., Prusinski, J.R., Stewart, B., 2016. Cementitious stabilization, A Research Report, A2J01, Committee on Cementitious stabilization. Louisiana State University. – reference: Yu, X.B., Zhang, B., Cartweight, D., 2010. Beneficial utilization of lime sludge for subgrade stabilization: A pilot investigation. Ohio Department of Transportation, Office of Research and Development. – volume: 5 start-page: 73 year: 1991 end-page: 80 ident: b0010 article-title: Potential beneficial uses of steel slag wastes for civil engineering purposes publication-title: Resour. Conserv. Recycling – reference: Nelson and Miller, J.D., 1992. Expansive soils: Problems and Practice in Foundation and Pavement Engineering. John Wiley Publication. – reference: Katti, R.K., 1978. Search for solutions to problems in black cotton soils. First I.G.S Annual Lecture, Indian Geotech. Society at I.I.T., Delhi. – start-page: 8 year: 2003 ident: b0015 article-title: Effect of the cement rice husk ash on the plasticity and compaction of soil publication-title: Electron. J. Geotech. Eng. – volume: 161 start-page: 19 year: 2008 end-page: 26 ident: b0180 article-title: Field behavior of granular pile-anchors in expansive soils publication-title: Ground Improvement – year: 2019 ident: b0115 article-title: Utilisation of cementitious material from residue rice husk ash and lime in stabilization of expansive soil publication-title: Adv. Civil Eng. – volume: 17 start-page: 119 year: 1967 end-page: 135 ident: b0045 article-title: The influence of soil mineralogical composition on cement stabilization publication-title: Geotechnique – volume: 19 start-page: 67 year: 2007 end-page: 74 ident: b0175 article-title: Volume change behaviour of fly ash-stabilised clays publication-title: ASCE J. Mater. Civil Eng. – year: 1978 ident: b0240 article-title: Handbook on Under-Reamed and Bored Compaction Pile Foundations – volume: 32 start-page: 1133 year: 2005 end-page: 1159 ident: b0215 article-title: Sulfate attack and ettringite formation in the lime- and cement-stabilised marine clays publication-title: Ocean Eng. – year: 1995 ident: b0060 article-title: Concrete Technology – year: 2004 ident: b0120 article-title: Unsaturated Soil Mechanics – volume: 4 start-page: 183 year: 2009 end-page: 188 ident: b0185 article-title: Fly ash columns (FAC) as an innovative foundation technique for expansive clay beds publication-title: Geomech. Geoeng.: Int. J. – reference: Ranganatham, B.V., Sathyanarayana, B., 1965. A rational method of predicting swelling potential for compacted expansive clays. In: Proc. 6th Int. Conf. S.M. & F.E., Canada, vol. 1, pp. 92–96. – reference: Phanikumar, B.R., 1997. A study of swelling characteristics of and granular pile anchor foundation system in expansive soils. Ph.D thesis. Jawaharlal Nehru Technological Univ., Hyderabad, India. – reference: Acosta, H., Edil, T., Benson, C., 2003. Soil stabilization and drying using fly ash. Geo-Engineering Rep. No. 03-03. Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, Wisconsin. – start-page: 215 year: 1999 end-page: 227 ident: b0210 article-title: Effectiveness of Portland cement and lime in stabilizing clay soils publication-title: Transp. Res. Rec.: J. Transp. Res. Board – volume: 34 start-page: 449 year: 2016 end-page: 462 ident: b0200 article-title: Studies on hydraulic conductivity of fly ash-stabilised expansive clay liners publication-title: Geotech. Geol. Eng. – start-page: 14 year: 1995 end-page: 55 ident: b0245 article-title: Soil Stabilization with Cement and Lime – volume: 8 start-page: 29 year: 2017 ident: b0145 article-title: The potential of cement-stabilised shale quarry dust for possible use as road foundation material publication-title: Int. J. Geoeng. – volume: 161 start-page: 121 year: 2008 end-page: 129 ident: b0230 article-title: Response of granular pile-anchors under compression publication-title: Ground Improvement – volume: 8 start-page: 26 year: 2017 ident: b0055 article-title: Fundamentals of soil stabilization publication-title: Int. J. Geoeng. – volume: 13 start-page: 55 year: 1993 end-page: 63 ident: b0075 article-title: Characterization of lime sludge for engineering applications publication-title: Waste Manage. – volume: 97 start-page: 192 year: 2008 end-page: 198 ident: b0265 article-title: Utilisation of a new soil stabilizer for silt subgrade publication-title: Eng. Geol. – reference: MacLean, D.J., Lewis, W.A., 1963. British practice in the design and specification of cement-stabilized bases and sub-bases for roads. Highway Research Record No. 36, pp. 56–76. – reference: Phanikumar, B.R., Sastry, M.V.B.R., 2001. Stabilizing swelling subgrades with calcium chloride. Highway Research Bulletin, Vol. 65, Journal of Indian Roads Congress, pp. 77–82. – reference: Gourley, C.S., Newill, D., Schreiner, H.D., 1993. Expansive soils: TRL’s research strategy. In: Proceedings, 1st International Symposium on Engineering Characteristics of Arid Soils, London. – volume: 27 start-page: 279 year: 2004 end-page: 287 ident: b0170 article-title: Granular pile-anchor foundation system for improving the engineering behaviour of expansive clay beds publication-title: Geotech. Test. J. ASTM – reference: Coban, H.S., 2017. The use of lime sludge for soil stabilization. M. S. Thesis. Iowa State University, Ames, USA. – volume: 130 start-page: 764 year: 2004 end-page: 767 ident: b0165 article-title: Effect of fly ash on engineering properties of expansive soils publication-title: ASCE J. Geotech. Geoenviron. Eng. – reference: Higgins, D.D., 2005. Soil stabilization with GGBS, UK Cementitious Slag Makers Association (CMSA). – volume: 10 start-page: 153 year: 2015 end-page: 162 ident: b0195 article-title: Swell-compressibility characteristics of lime-blended and cement-blended expansive clays – a comparative study publication-title: Geomech. Geoeng. – Int. J. – year: 1988 ident: b0020 article-title: Foundations on Expansive Soils – volume: 4 start-page: 175 issue: 2 year: 2009 ident: 10.1016/j.sandf.2020.01.007_b0190 article-title: Effect of lime and fly ash on swell consolidation and shear strength characteristics of expansive clays: a comparative study publication-title: Geomech. Geoeng.: Int J. doi: 10.1080/17486020902856983 – volume: 8 start-page: 29 year: 2017 ident: 10.1016/j.sandf.2020.01.007_b0145 article-title: The potential of cement-stabilised shale quarry dust for possible use as road foundation material publication-title: Int. J. Geoeng. – volume: 4 start-page: 183 issue: 3 year: 2009 ident: 10.1016/j.sandf.2020.01.007_b0185 article-title: Fly ash columns (FAC) as an innovative foundation technique for expansive clay beds publication-title: Geomech. Geoeng.: Int. J. doi: 10.1080/17486020902857007 – start-page: 215 year: 1999 ident: 10.1016/j.sandf.2020.01.007_b0210 article-title: Effectiveness of Portland cement and lime in stabilizing clay soils publication-title: Transp. Res. Rec.: J. Transp. Res. Board doi: 10.3141/1652-28 – year: 2004 ident: 10.1016/j.sandf.2020.01.007_b0120 – start-page: 8 year: 2003 ident: 10.1016/j.sandf.2020.01.007_b0015 article-title: Effect of the cement rice husk ash on the plasticity and compaction of soil publication-title: Electron. J. Geotech. Eng. – volume: 161 start-page: 121 issue: 3 year: 2008 ident: 10.1016/j.sandf.2020.01.007_b0230 article-title: Response of granular pile-anchors under compression publication-title: Ground Improvement doi: 10.1680/grim.2008.161.3.121 – year: 1986 ident: 10.1016/j.sandf.2020.01.007_b0130 – volume: 127 start-page: 568 issue: 7 year: 2001 ident: 10.1016/j.sandf.2020.01.007_b0035 article-title: Use of class C fly ash for the stabilization of an expansive soil publication-title: J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2001)127:7(568) – volume: 130 start-page: 153 issue: 2 year: 2004 ident: 10.1016/j.sandf.2020.01.007_b0090 article-title: Dynamic properties of chemically stabilized sulfate rich clay publication-title: ASCE J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2004)130:2(153) – volume: 13 start-page: 55 issue: 1 year: 1993 ident: 10.1016/j.sandf.2020.01.007_b0075 article-title: Characterization of lime sludge for engineering applications publication-title: Waste Manage. doi: 10.1016/0956-053X(93)90034-T – volume: 34 start-page: 449 issue: 2 year: 2016 ident: 10.1016/j.sandf.2020.01.007_b0200 article-title: Studies on hydraulic conductivity of fly ash-stabilised expansive clay liners publication-title: Geotech. Geol. Eng. doi: 10.1007/s10706-015-9956-7 – volume: 130 start-page: 764 year: 2004 ident: 10.1016/j.sandf.2020.01.007_b0165 article-title: Effect of fly ash on engineering properties of expansive soils publication-title: ASCE J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2004)130:7(764) – volume: 97 start-page: 192 issue: 3–4 year: 2008 ident: 10.1016/j.sandf.2020.01.007_b0265 article-title: Utilisation of a new soil stabilizer for silt subgrade publication-title: Eng. Geol. doi: 10.1016/j.enggeo.2008.01.003 – ident: 10.1016/j.sandf.2020.01.007_b0105 – ident: 10.1016/j.sandf.2020.01.007_b0070 – ident: 10.1016/j.sandf.2020.01.007_b0160 – volume: 19 start-page: 67 issue: 1 year: 2007 ident: 10.1016/j.sandf.2020.01.007_b0175 article-title: Volume change behaviour of fly ash-stabilised clays publication-title: ASCE J. Mater. Civil Eng. doi: 10.1061/(ASCE)0899-1561(2007)19:1(67) – ident: 10.1016/j.sandf.2020.01.007_b0040 – volume: 121 start-page: 641 year: 1956 ident: 10.1016/j.sandf.2020.01.007_b0085 article-title: Engineering properties of expansive clays publication-title: Trans. ASCE – ident: 10.1016/j.sandf.2020.01.007_b0065 – volume: 161 start-page: 19 issue: 4 year: 2008 ident: 10.1016/j.sandf.2020.01.007_b0180 article-title: Field behavior of granular pile-anchors in expansive soils publication-title: Ground Improvement – year: 1995 ident: 10.1016/j.sandf.2020.01.007_b0060 – volume: 11 start-page: 423 issue: 2 year: 2018 ident: 10.1016/j.sandf.2020.01.007_b0095 article-title: Emerging trends in expansive soil stabilization – a review publication-title: J. Rock Mech. Geotech. Eng. doi: 10.1016/j.jrmge.2018.08.013 – volume: 10 start-page: 153 issue: 2 year: 2015 ident: 10.1016/j.sandf.2020.01.007_b0195 article-title: Swell-compressibility characteristics of lime-blended and cement-blended expansive clays – a comparative study publication-title: Geomech. Geoeng. – Int. J. doi: 10.1080/17486025.2014.902120 – ident: 10.1016/j.sandf.2020.01.007_b0005 – volume: 7: 4 start-page: 283 year: 2012 ident: 10.1016/j.sandf.2020.01.007_b0250 article-title: Correlation studies on index properties of fly ash-stabilised expansive clay liners publication-title: Geomech. Geoeng. Int. J. – ident: 10.1016/j.sandf.2020.01.007_b0050 – ident: 10.1016/j.sandf.2020.01.007_b0220 – ident: 10.1016/j.sandf.2020.01.007_b0125 – start-page: 531 year: 2007 ident: 10.1016/j.sandf.2020.01.007_b0225 article-title: Pullout behavior of granular pile-anchors in expansive clay beds in-situ publication-title: ASCE J. Geotech. Geoenviron. Eng. doi: 10.1061/(ASCE)1090-0241(2007)133:5(531) – volume: 162 start-page: 321 issue: 1 year: 2009 ident: 10.1016/j.sandf.2020.01.007_b0025 article-title: Stabilisation treatment of soft subgrade soil by sewage sludge ash and cement publication-title: J. Hazard. Mater. doi: 10.1016/j.jhazmat.2008.05.060 – year: 2019 ident: 10.1016/j.sandf.2020.01.007_b0115 article-title: Utilisation of cementitious material from residue rice husk ash and lime in stabilization of expansive soil publication-title: Adv. Civil Eng. – ident: 10.1016/j.sandf.2020.01.007_b0100 – volume: 31 start-page: 212 year: 2001 ident: 10.1016/j.sandf.2020.01.007_b0150 article-title: Determination of amorphous silica in rice husk ash by rapid analytical method publication-title: Cem. Concr. Res. doi: 10.1016/S0008-8846(00)00466-X – year: 1966 ident: 10.1016/j.sandf.2020.01.007_b0235 – year: 2005 ident: 10.1016/j.sandf.2020.01.007_b0135 – ident: 10.1016/j.sandf.2020.01.007_b0030 – year: 1978 ident: 10.1016/j.sandf.2020.01.007_b0240 – volume: 5 start-page: 73 year: 1991 ident: 10.1016/j.sandf.2020.01.007_b0010 article-title: Potential beneficial uses of steel slag wastes for civil engineering purposes publication-title: Resour. Conserv. Recycling doi: 10.1016/0921-3449(91)90041-L – ident: 10.1016/j.sandf.2020.01.007_b0080 – year: 2018 ident: 10.1016/j.sandf.2020.01.007_b0205 article-title: Influence of fly ash (FA) and rice husk ash (RHA) on properties of expansive clays-a comparative study publication-title: Geotech. Geol. Eng. doi: 10.1007/s10706-018-0544-5 – ident: 10.1016/j.sandf.2020.01.007_b0260 – ident: 10.1016/j.sandf.2020.01.007_b0155 – year: 1988 ident: 10.1016/j.sandf.2020.01.007_b0020 – volume: 8 start-page: 26 year: 2017 ident: 10.1016/j.sandf.2020.01.007_b0055 article-title: Fundamentals of soil stabilization publication-title: Int. J. Geoeng. – volume: 17 start-page: 119 issue: 2 year: 1967 ident: 10.1016/j.sandf.2020.01.007_b0045 article-title: The influence of soil mineralogical composition on cement stabilization publication-title: Geotechnique doi: 10.1680/geot.1967.17.2.119 – volume: 51 start-page: 125 year: 2013 ident: 10.1016/j.sandf.2020.01.007_b0255 article-title: Effects of granulated blast furnace slag in the engineering behaviour of stabilized soft soil publication-title: Proc. Eng. doi: 10.1016/j.proeng.2013.01.019 – start-page: 14 year: 1995 ident: 10.1016/j.sandf.2020.01.007_b0245 – ident: 10.1016/j.sandf.2020.01.007_b0140 – volume: 32 start-page: 1133 issue: 8 year: 2005 ident: 10.1016/j.sandf.2020.01.007_b0215 article-title: Sulfate attack and ettringite formation in the lime- and cement-stabilised marine clays publication-title: Ocean Eng. doi: 10.1016/j.oceaneng.2004.08.012 – volume: 27 start-page: 279 issue: 3 year: 2004 ident: 10.1016/j.sandf.2020.01.007_b0170 article-title: Granular pile-anchor foundation system for improving the engineering behaviour of expansive clay beds publication-title: Geotech. Test. J. ASTM doi: 10.1520/GTJ11387 |
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