Mechanisms of stabilization of expansive soil with lignosulfonate admixture

Alazigha, 2016, The swelling behaviour of lignosulfonate – treated expansive soil, Proc Inst Civil Eng, Ground Improv, 169, 182, 10.1680/jgrim.15.00002 Alazigha, 2015 Anderson, 1990, Evaluation of constructed and natural soil macropores using X-ray computed tomography, Transport of water and solutes in macropores”, Geoderma, 46, 13, 10.1016/0016-7061(90)90004-S ASTM D4546. Standard test Method for One-Dimensional Swell or Collapse of Cohesive Soils, West Conshoshocken, PA, USA; 2008. ASTM C837. Standard Test Method for Methylene Blue Index of Clay, West Conshoshocken, PA, USA; 2014. Athukorala R, Indraratna B, Vinod JS. Modeling the internal erosion behavior of lignosulfonate treated soil. In: Meehan CL, Pradel D, Pando MA, Labuz JF, editors. Geo-Congress 2013 (1872–1881). United States: American Society of Civil Engineers. Bishop, 1994, Infrared spectroscopic analyses on the nature of water in montmorillonite, Clays Clay Miner, 42, 701, 10.1346/CCMN.1994.0420606 Cerato, 2002, Determination of surface area of fine-grained soils by the ethylene glycol mono-ethyl ether (EGME) method, Geotech Test J, 25, 1 Chapman HD. Cation-exchange capacity. In: Black CA, et al. editors. Methods of soil analysis. Part 2. Chemical and microbiological properties, vol. 9. American Society of Agronomy; 1965. p. 891–901. Chen, 2015, 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, 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, 2014, Shear behaviour of sandy silt treated with lignosulfonate, Can Geotech J, 10.1139/cgj-2014-0249 Chen, 2015, Behaviour of LS-treated Soil under Cyclic Loading, Proc Inst Civil Eng - Ground Improv, 169, 109, 10.1680/jgrim.15.00004 Cullity, 1979 Farmer, 1971, Interlayer complexes in layer silicates; the structure of water in lamellar ionic solutions, Trans Faraday Soc, 2737, 10.1039/tf9716702737 Fredheim, 2002, Molecular weight determination of lignosulfonates by size-exclusion chromatography and multi-angle laser light scattering, J Chromatogr A, 942, 191, 10.1016/S0021-9673(01)01377-2 Gandini, 2008, Lignin as components of macromolecular materials, 243 Grim, 1968 Hang, 1970, Methylene blue adsorption by clay minerals; determination of surface areas and cation exchange capacities, Clay Clay Minerals, 18, 203, 10.1346/CCMN.1970.0180404 Heitor, 2013, Laboratory study of small strain behavior of a compacted silty sand, Can Geotech J, 50, 179, 10.1139/cgj-2012-0037 Indraratna, 2008, Predicting the erosion rate of chemically treated soil using a process simulated apparatus for internal crack erosion, J Geotech Geoenviron Eng, ASCE, 134, 837, 10.1061/(ASCE)1090-0241(2008)134:6(837) Indraratna, 2010, Stabilization of an erodible soil using a chemical admixtures, 45 Komadel, 1999, Partial stabilization of Fe(II) in reduced ferruginous smectite by Li fixation, Clays Clay Miner, 47, 458, 10.1346/CCMN.1999.0470407 Petit, 1999, Interpretation of the infrared NH4+ spectrum of the NH4+-clays; application to the evaluation of the layer charge, Clay Miner, 34, 543, 10.1180/000985599546433 Puech, 2007, DicomWorks: Software for Reviewing DICOM studies and promoting low-cost releradiology, J Digit Imaging, 20, 122, 10.1007/s10278-007-9018-7 Ramachandran, 1962, Adsorption of dyes by clay minerals, Am Mineral, 47 Rauch AF, Harmon JS, Katz LE, Liljestrand HM. An analysis of the mechanisms and efficacy of three liquid chemical soil stabilizers. Federal Highway Administration. Report no. FHWA/TX 03/1993-1, (1), Austin, TX; 2003. Russell, 1996, Infrared methods, 11 Saikia, 2010, Fourier Transform Infrared Spectroscopic characterization of kaolinite from Assam and Meghalaya, Northeastern India, J Modern Phys, 1, 206, 10.4236/jmp.2010.14031 Santamarina, 2002, Specific surface: determination and relevance, Can Geotech J, 39, 233, 10.1139/t01-077 Scholen DE. Non-standard stabilizers. Report No. FHWA-FLP-92-011, FHWA, Washington, D.C.; 1992. Scholen, 1995, Stabilizer mechanisms in nonstandard stabilizers, 252 Seed, 1962, Prediction of swelling potential for compacted clays, J Am Soc Civil Eng, Soil Mech Found Div, 88, 53, 10.1061/JSFEAQ.0000431 Skempton AW. The colloidal activity of clays. In: Proc. 3rd. Int. Conf. on Soil Mechanics, vol. 1; 1953. p. 57–61. Taylor, 1991, Computer programs for standardless quantitative analysis of minerals using the full powder diffraction profile, Powder Diffr, 6, 2, 10.1017/S0885715600016778 Tingle JS, Newman JK, Larson SL, Weiss CA, Rushing JF. Stabilization mechanisms of non-traditional additives. Transportation Research Record: Journal of the Transportation Research Board, No. 1989, 2. Transportation Research Board of the National Academics, Washington, D.C.; 2007. p. 59–67. Theng BKG. Formation and properties of clay-polymer complexes. Developments in clay science – Volume 4. 2nd ed. Oxford, UK: Elsevier; 2012. Vinod, 2010, Stabilization of an erodible soil using a chemical admixture, J Ground Improv, 163, 43, 10.1680/grim.2010.163.1.43 Whittig LD, Allardice WR. X-ray diffraction techniques. In: Klute A, editor. Methods of soil analysis. Part 1. 2nd ed. Agron. Monogr. 9. ASA and SSSA, Madison, WI; 1986. p. 331–62.