Stabilization of clayey soil using lignosulfonate

Abdulla, 1997, Behavior of cemented sands—I. Testing, Int J Numer Anal Meth Geomech, 21, 533, 10.1002/(SICI)1096-9853(199708)21:8<533::AID-NAG889>3.0.CO;2-0 Alazigha, 2016, The swelling behaviour of lignosulfonate-treated expansive soil, Proc Inst Civ Eng-Ground Improve, 27, 1 ASTM D 2166. Standard test method for unconfined compressive strength of cohesive soil. Annual Book of ASTM Standards: USA; 2013. ASTM D 2487. Standard practice for classification of soils for engineering purposes (unified soil classification system). Annual Book of ASTM Standards: USA; 2011. ASTM D 422. Standard test method for particle-size analysis of soils. Annual Book of ASTM Standards: USA; 2007. ASTM D 4318. Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils. Annual Book of ASTM Standards: USA; 2003. ASTM D 698. Standard test methods for laboratory compaction characteristics of soil using standard effort. Annual Book of ASTM Standards: USA; 2012. ASTM D 854. Standard test methods for specific gravity of soil solids by water pycnometer. Annual Book of ASTM Standards: USA; 2014. Beckett, 2014, Effect of compaction water content on the strength of cement-stabilized rammed earth materials, Can Geotech J, 51, 583, 10.1139/cgj-2013-0339 Bell, 1996, Lime stabilization of clay minerals and soils, Eng Geol, 42, 223, 10.1016/0013-7952(96)00028-2 Bergado, 1996 Bishop AW. Shear strength parameters for undisturbed and remoulded soil specimens. In: Proceedings of the Roscoe Memorial Symposium. Cambridge University: Cambridge; Mass; 1971. pp. 29–31. Chen, 2014, A theoretical and experimental study on the behaviour of lignosulfonate-treated sandy silt, Comput Geotech, 61, 316, 10.1016/j.compgeo.2014.06.010 Chen, 2015, Behaviour of lignosulfonate-treated soil under cyclic loading, Proc Inst Civ Eng-Ground Improve, 169, 109, 10.1680/jgrim.15.00004 Chen, 2014, Deformation behavior of lignosulfonate-treated sandy silt under cyclic loading, J Geotech Geoenviron Eng, 141, 06014015, 10.1061/(ASCE)GT.1943-5606.0001210 Chen, 2014, Shear behaviour of sandy silt treated with lignosulfonate, Can Geotech J, 52, 1180, 10.1139/cgj-2014-0249 Consoli, 1998, Influence of fiber and cement addition on behavior of sandy soil, J Geotech Geoenviron Eng, 124, 1211, 10.1061/(ASCE)1090-0241(1998)124:12(1211) Das, 2008 Haeri, 2006, Effect of cement type on the mechanical behavior of a gravely sand, Geotech Geol Eng, 24, 335, 10.1007/s10706-004-7793-1 Horpibulsuk, 2004, Undrained shear behavior of cement admixed clay at high water content, J Geotechn Geoenviron Eng, 130, 1096, 10.1061/(ASCE)1090-0241(2004)130:10(1096) Horpibulsuk, 2010, Analysis of strength development in cement-stabilized silty clay from microstructural considerations, Constr Build Mater, 24, 2011, 10.1016/j.conbuildmat.2010.03.011 Indraratna, 2012, Estimating the rate of erosion of a silty sand treated with lignosulfonate, J Geotech Geoenviron Eng, 139, 701, 10.1061/(ASCE)GT.1943-5606.0000766 Indraratna, 2008, Predicting the erosion rate of chemically treated soil using a process simulation apparatus for internal crack erosion, J Geotech Geoenviron Eng, 134, 837, 10.1061/(ASCE)1090-0241(2008)134:6(837) Indraratna, 1996, Utilization of lime, slag and fly ash for improvement of a colluvial soil in New South Wales, Australia, Geotech Geol Eng, 14, 169, 10.1007/BF00452946 Lade, 1989, Cementation effects in frictional materials, J Geotech Eng, 115, 1373, 10.1061/(ASCE)0733-9410(1989)115:10(1373) Lee, 2009, Shear strength of artificially cemented sands, Mar Georesour Geotechnol, 27, 201, 10.1080/10641190902967051 Marri, 2012, Drained behaviour of cemented sand in high pressure triaxial compression tests, Geomech Geoeng, 7, 159, 10.1080/17486025.2012.663938 Miura, 2001, Engineering behavior of cement stabilized clay at high moisture content, Soils Found, 41, 33, 10.3208/sandf.41.5_33 Muntohar, 2012, Engineering properties of silty soil stabilized with lime and rice husk ash and reinforced with waste plastic fiber, J Mater Civ Eng, 25, 1260, 10.1061/(ASCE)MT.1943-5533.0000659 Muttuvel, 2008 Park, 2010, Effect of wetting on unconfined compressive strength of cemented sands, J Geotech Geoenviron Eng, 136, 1713, 10.1061/(ASCE)GT.1943-5606.0000399 Puppala AJ, Hanchanloet S. Evaluation of a new chemical treatment method on strength and resilient properties of a cohesive soil. Transportation Research Board; 1999: Paper No. 990389. Rao, 2005, Compressibility behaviour of lime-stabilized clay, Geotech Geol Eng, 23, 309, 10.1007/s10706-004-1608-2 Rogers, 1986 Schnaid, 2001, Characterization of cemented sand in triaxial compression, J Geotech Geoenviron Eng, 127, 857, 10.1061/(ASCE)1090-0241(2001)127:10(857) Thompson, 1966, Lime-reactivity of Illinois soils, J Soil Mech Found Div ASCE, 92, 67, 10.1061/JSFEAQ.0000911 Tingle, 2003, Stabilization of clay soils with nontraditional additives, Transport Res Rec: J Transport Res Board, 1819, 72, 10.3141/1819b-10 Vinod, 2010, Stabilization of an erodible soil using a chemical admixture, Proc the ICE – Ground Improve, 163, 43, 10.1680/grim.2010.163.1.43 Xiao, 2001, The chemical modification of lignins with succinic anhydride in aqueous systems, Polym Degrad Stab, 71, 223, 10.1016/S0141-3910(00)00133-6