Research Article | OPEN ACCESS
Soil Stabilization Using Lime: Advantages, Disadvantages and Proposing a Potential Alternative
1, 2Ibtehaj Taha Jawad, 1Mohd Raihan Taha, 1, 2Zaid Hameed Majeed and 1Tanveer A. Khan
1Department of Civil and Structural Engineering, Universiti Kebangsaan Malaysia, Malaysia
2Department of Civil Engineering, College of Engineering, University of Babylon, Iraq
Research Journal of Applied Sciences, Engineering and Technology 2014 4:510-520
Received: March 24, 2014 | Accepted: May 10, 2014 | Published: July 25, 2014
Abstract
This study is an overview of previous studies on lime (quick and hydrated) -treated soil. Lime is the oldest traditional stabilizer used for soil stabilization. The mechanism of soil-lime treatment involves cation exchange, which leads to the flocculation and agglomeration of soil particles. The high pH environment then causes a pozzolanic reaction between the free Ca+2 cations and the dissolved silica and alumina. Lime-treated soil effectively increases the strength, durability and workability of the soil. Such treatment also improves soil compressibility. A fluctuation behavior was observed on the influence of lime on soil permeability. However, the factors affecting the permeability of the soil-lime mixture should be extensively studied. Nonetheless, lime treatment has a number of inherent disadvantages, such as carbonation, sulfate attack and environment impact. Magnesium oxide/hydroxide are thus proposed as a suitable alternative stabilizer to overcome at least some of the disadvantages of using lime in soil stabilization.
Keywords:
Lime, magnesium oxide , soil stabilization, treatment mechanism,
References
-
Abdi, M.R. and S. Wild, 1993. Sulphate expansion of lime-stabilized kaolinite: I. Physical characteristics. Clay Miner., 28(4): 555-567.
CrossRef
-
Al-Amoudi, O.S.B., K. Khan and N.S. Al-Kahtani, 2010. Stabilization of a Saudi calcareous marl soil. Constr. Build. Mater., 24(10): 1848-1854.
CrossRef
-
Alawaji, H.A., 2001. Settlement and bearing capacity of geogrid-reinforced sand over collapsible soil. Geotext. Geomembranes, 19(2): 75-88.
CrossRef
-
Alhassan, M., 2008. Permeability of lateritic soil treated with lime and rice husk ash. Assumption Univ., J. Thailand, 12(2): 115-120.
-
Al-Tabbaa, A., 2012. General report session 3-soil mixing 1-soil stabilisation: Surface mixing and laboratory mixtures. Cambridge University, United Kingdom.
-
Arman, A. and G.A. Munfakh, 1970. Stabilization of Organic Soils with Lime. Engerning Research Bulletin No. 103, Louisiana State University, Baton Rouge, LA.
-
Attoh-Okine, N.O., 1995. Lime treatment of laterite soils and gravels-revisited. Constr. Build. Mater., 9(5): 283-287.
CrossRef
-
Azadegan, O., S.H. Jafari and J. Li, 2012. Compaction characteristics and mechanical properties of lime/cement treated granular soils. Electron. J. Geotech. Eng., 17: 2275-2284.
-
Bell, F., 1996. Lime stabilization of clay minerals and soils. Eng. Geol., 42(4): 223-237.
CrossRef
-
Bergado, D., L. Anderson, N. Miura and A. Balasubramaniam, 1996. Soft Ground Improvement in Lowland and other Environments. ASCE Press, New York.
PMid:9278710
-
Beubauer Jr., C.H. and M.R. Thompson, 1972. Stability properties of uncured lime-treated fine-grained soils. HRB, Highway Research Record 381, pp: 20-26.
-
Birchal, V.S.S., S.D.F. Rocha and V.S.T. Ciminelli, 2000. The effect of magnesite calcination conditions on magnesia hydration. Miner. Eng., 13(14-15): 1629-1633.
CrossRef
-
Bonomaluwa, B.B. and T.A. Palutnicowa, 1987. The formation of soil and humus. Agricultural Publishing House, Beijing, pp: 140-141.
-
Braga Reis, M.O., 1981. Formation of expansive calcium sulphoaluminate by the action of the sulphate ion on weathered granites in a calcium hydroxide-saturated medium. Cement Concrete Res., 11(4): 541-547.
CrossRef
-
Brandl, H., 1981. Alteration of soil parameters by stabilization with lime. Proceeding of the 10th International Conference on Soil Mechanics and Foundation Engineering. Stockholm., 3: 587-594.
-
Broms, B. and P. Boman, 1977. Stabilization of Soil with Lime-soil Columns. Design Handbook, 2nd Edn., Royal Institute of Technology, Stockholm, Sweden.
-
Buensuceso, B.R., 1990. Engineering behavior of lime treated soft bangkok clay. Ph.D. Thesis, Asian Institute of Technology, Bangkok.
-
Chan, K. and D. Heenan, 1999. Lime-induced loss of soil organic carbon and effect on aggregate stability. Soil Sci. Soc. Am. J., 63(6): 1841-1844.
CrossRef
-
Chen, L. and D.F. Lin, 2009. Stabilization treatment of soft subgrade soil by sewage sludge ash and cement. J. Hazard. Mater., 162(1): 321-327.
CrossRef PMid:18579294
-
Chikyala, S.R., 2008. Effects of calcium-based treatment on organic soil behavior. M.S. Thesis, The University of Texas at Arlington.
-
Chong, S.Y. and K.A. Kassim, 2014. Consolidation characteristics of lime column and Geotextile Encapsulated Lime Column (GELC) stabilized pontian marine clay. Electron. J. Geotech. Eng., 19A: 129-141.
-
Cizer, Ö., K. Van Balen, D.Van Gemert and J. Elsen, 2006. Carbonation reaction of lime hydrate and hydraulic binders at 20° C. Proceeding of 1st International Conference on Accelerated Carbonation for Environmental and Materials Engineering. The Royal Society, London.
-
Croft, J., 1964. The pozzolanic reactivities of some New South Wales flyashes and their application to soil stabilization. Proceeding of 2nd Australian Road Research Board (ARRB) Conference, Melbourne.
PMCid:PMC480736
-
De Brito Galvão, T.C., A. Elsharief and G.F. Simões, 2004. Effects of lime on permeability and compressibility of two tropical residual soils. J. Environ. Eng., 130(8): 881-885.
CrossRef
-
Dempsey, B.J. and M.R. Thompson, 1968. Durability Properties of Lime-soil Mixtures. Highway Research Record No. 235, National Research Council, Washington D.C.
-
Doty, R. and M. Alexander, 1968. Determination of strength equivalency for design of lime-stabilized roadways. Report No. FHWA-CA-TL-78-37.
-
Eades, J.L. and R.E. Grim, 1960. Reaction of hydrated lime with pure clay minerals in soil stabilization. Highway Res. Board Bull., 262: 51-53.
-
Eades, J.L. and R.E. Grim, 1966. A Quick Test to Determine Lime Requirements for Lime Stabilization. Highway Research Record No. 139, HIRRA, Highway Research Board, Washington, DC.
PMCid:PMC1477223
-
Eisazadeh, A., K.A. Kassim and H. Nur, 2010. Thermal characterization of lime stabilized soils. Proceedings of the 19th World Congress of Soil Science: Soil Solutions for a Changing World. Brisbane, Australia, pp: 20-23.
-
Eisazadeh, A., K.A. Kassim and H. Nur, 2012a. Solid-state NMR and FTIR studies of lime stabilized montmorillonitic and lateritic clays. Appl. Clay Sci., 67-68: 5-10.
CrossRef
-
Eisazadeh, A., K.A. Kassim and H. Nur, 2012b. Stabilization of tropical kaolin soil with phosphoric acid and lime. Nat. Hazards, 61(3): 931-942.
CrossRef
-
El-Rawi, N.M. and A.A.A. Awad, 1981. Permeability of lime stabilized soils. T. Eng. J., 107(1): 25-35.
-
Geiman, C.M., 2005. Stabilization of soft clay subgrades in Virginia phase I laboratory study. M.A. Thesis, Virginia Polytechnic Institute and State University.
-
George, S., D. Ponniah and J. Little, 1992. Effect of temperature on lime-soil stabilization. Constr. Build. Mater., 6(4): 247-252.
CrossRef
-
Hampton, M.B. and T.B. Edil, 1998. Strength Gain of Organic Ground with Cement-type Binders. Geotechnical Special Technical Publication No. 81, Soil lmprovement for Big Digs, pp: 135-148.
-
Harrison, A.J.W., 2008. Reactive magnesium oxide cements. Patent US 7347896 B2.
-
Hilt, G.H. and D. Davidson, 1960. Lime fixation in clayey soils. Highway Res. Board Bull., 262: 20-32.
-
Holtz, W., 1969. Volume change in expansive clay soils and control by lime treatment. Proceeding of 2nd International Research and Engineering Conference on Expansive Clay Soils, pp: 157-174.
-
Hunter, D., 1988. Lime-induced heave in sulfate-bearing clay soils. J. Geotech. Eng., 114(2): 150-167.
CrossRef
-
Jan, M.A. and R.D. Walker, 1963. Effect of Lime, Moisture and Compaction on a Clay Soil. Highway Research Record No. 29, pp: 1-12.
-
Kamon, M., S. Tomoshisa and K. Sawa, 1989. On the stabilization of hedoro by using cement group hardening materials. J. Soc. Mater. Sci., 38(432): 1092-1097.
CrossRef
-
Kassim, K.A. and S.H. Chow, 2000. Consolidation characteristics of lime stabilised soil. J. Kejuruteraan Awam, 12(1): 31-42.
-
Kassim, K.A. and K.K. Chern, 2004. Lime stabilized Malaysian cohesive soils. J. Kejuruteraan Awam, 16(1): 13-23.
-
Kassim, K.A., R. Hamir and K. Kok, 2005. Modification and stabilization of Malaysian cohesive soils with lime. Geotech. Eng., 36(2): 123-132.
-
Khattab, S.A.A., K.A.K. Al-Juari and I. Al-Kiki, 2008. Strength, durability and hydraulic properties of clayey soil stabilized with lime and industrial waste lime. Al-Rafidain Eng., 16(1): 102-116.
-
Kinuthia, J.M., S. Wild and G.I. Jones, 1999. Effects of monovalent and divalent metal sulphates on consistency and compaction of lime-stabilised kaolinite. Appl. Clay Sci., 14(1-3): 27-45.
CrossRef
-
Lees, G., M.O. Abdelkader and S.K. Hamdani, 1982. Effect of the clay fraction on some mechanical properties of lime-soil mixtures. Highway Eng., 29(11): 2-9.
-
Ling, F.N., K.A. Kassim, A. Karim and A. Tarmizi, 2013a. Reaction products of lime zeolite stabilized kaolin humic acid. Appl. Mech. Mater., 372: 88-96.
CrossRef
-
Ling, F.N.L., K.A. Kassim, A. Karim, A. Tarmizi and T.W. Chan, 2013b. Stabilization of artificial organic soil at room temperature using blended lime zeolite. Adv. Mater. Res., 723: 985-992.
CrossRef
-
Little, D.N., 2000. Evaluation of Structural Properties of Lime Stabilized Soils and Aggregates. Volume 3: Mixture Design And Testing Protocol for Lime Stabilized Soils, The National Lime Association, Arlington, Va.
-
Little, D.N. and S. Nair, 2009. Recommended practice for stabilization for sulfate rich subgrade soils. Contractor's Final Task Report for NCHRP Project 20-07. National Highway Cooperative Research Program, Transportation Research Board of the National Academies.
-
Little, D.N., T. Scullion, P.B.V.S. Kota and J. Bhuiyan, 1995. Guidelines for mixture design and thickness design for stabilized bases and subgrades. Texas A and M University, Austin, Texas.
-
Littleton, 1995. Littleton some observations on the presence of sulphates in lime stabilized clay soils.
-
Locat, J., M.A. Berube and M. Choquette, 1990. Laboratory investigations on the lime stabilization of sensitive clays: Shear strength development. Can. Geotech. J., 27(3): 294-304.
CrossRef
-
Locat, J., H. Trembaly and S. Leroueil, 1996. Mechanical and hydraulic behaviour of a soft inorganic clay treated with lime. Can. Geotech. J., 33(4): 654-669.
CrossRef
-
Lund, O. and W.J. Ramsey, 1958. Experimental lime stabilization in Nebraska. Nebraska Department of Roads.
PMCid:PMC2224327
-
Mallela, J., P. Harold Von Quintus, K.L. Smith and E. Consultants, 2004. Consideration of Lime-stabilized Layers in Mechanistic-empirical Pavement Design. The National Lime Association, Arlington, Virginia, USA.
PMid:16943934 PMCid:PMC1502062
-
McCallister, L.D. and T.M. Petry, 1992. Leach tests on lime-treated clays. Geotech. Test. J., 15(2).
CrossRef
-
Milburn, J.P. and R. Parsons, 2004. Performance of soil stabilization agents. Report KU-01-8, Kansas Department of Transportation, Topeka, KS.
-
Mitchell, J.K., 1986. Practical problems from surprising soil behavior. J. Geotech. Eng-ASCE, 112(3): 255-289.
CrossRef
-
Mo, L. and D.K. Panesar, 2012. Effects of accelerated carbonation on the microstructure of Portland cement pastes containing reactive MgO. Cement Concrete Res., 42(6): 769-777.
CrossRef
-
Morrill, L.G., B.C. Mahilum and S.H. Mohiuddin, 1982. Organic Compounds in Soils: Sorption, Degradation and Persistence. Ann Arbor Science Publishers, Inc., Ann Arbor, MI, pp: 187-238.
-
Nair, S. and D. Little, 2011. Mechanisms of distress associated with sulfate-induced heaving in lime-treated soils. Transp. Res. Record: J. Trans. Res. Board, 2212(1): 82-90.
CrossRef
-
Nalbantoglu, Z. and E.R. Tuncer, 2001. Compressibility and hydraulic conductivity of a chemically treated expansive clay. Can. Geotech. J., 38(1): 154-160.
CrossRef
-
National Lime Association, 2000. Guidelines for Stabilization of Soils Containing Sulfates. Technical Memorandum, Arlington, VA.
-
Obika, B. and R. Freer-Hewish, 1990. Soluble salt damage to thin bituminous surfacings of roads and runways. Aust. Road Res., 20(4).
-
Onitsuka, K., C. Modmoltin and M. Kouno, 2001. Investigation on microstructure and strength of lime and cement stabilized ariake clay. Rep. Fac. Sci. Eng. Saga Univ., 30(1): 49-63.
-
Osinubi, K., 1995. Lime modification of black cotton soil. Spectrum J., 2(1): 112-122.
-
Panesar, D.K. and L. Mo, 2013. Properties of binary and ternary reactive MgO mortar blends subjected to CO2 curing. Cement Concrete Comp., 38: 40-49.
CrossRef
-
Parsons, R.L., C.P. Johnson and S.A. Cross, 2001. Evaluation of soil modification mixing procedures. Proceeding of 80th Annual Meeting, Transportation Research Board. National Research Concil, Washington, D.C.
-
Rajasekaran, G. and S.N. Rao, 1997. The microstructure of lime-stabilized marine clay. Ocean Eng., 24(9): 867-878.
CrossRef
-
Rajasekaran, G. and S. Narasimha Rao, 2002. Compressibility behaviour of lime-treated marine clay. Ocean Eng., 29(5): 545-559.
CrossRef
-
Ramadas, T., N.D. Kumar and G. Yesuratnam, 2011. Geotechnical characteristics of three expansive soils treated with lime and flyash. Int. J. Earth Sci. Eng., 4: 46-49.
-
Rao, S.M. and P. Shivananda, 2005. Compressibility behaviour of lime-stabilized clay. Geotech. Geolog. Eng., 23(3): 309-319.
CrossRef
-
Rogers, C. and S. Glendinning, 1996. Modification of clay soils using lime. Proceeding of Seminar on Lime Stabilization, pp: 99-114.
-
Seco, A., F. Ramírez, L. Miqueleiz and B. García, 2011a. Stabilization of expansive soils for use in construction. Appl. Clay Sci., 51(3): 348-352.
CrossRef
-
Seco, A., F. Ramírez, L. Miqueleiz, B. García and E. Prieto, 2011b. The use of non-conventional additives in Marls stabilization. Appl. Clay Sci., 51(4): 419-423.
CrossRef
-
Shand, M.A., 2006. The Chemistry and Technology of Magnesia. Wiley-Interscience, New York.
CrossRef
-
Singh, J., A. Kumar, R. Jain and N. Khullar, 2008. Effect of lime on properties of soil. Proceeding of the 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG). Anjuran Goa, India.
-
Sivapullaiah, P., A. Sridharan and H. Ramesh, 2000. Strength behaviour of lime-treated soils in the presence of sulphate. Can. Geotech. J., 37(6): 1358-1367.
CrossRef
-
Sridharan, A., P. Sivapullaiah and H. Ramesh, 1995. Consolidation behaviour of lime treated sulphate soils. Proceeding of the International Symposium on Comprssion and Consolidation of Clayey Soils, pp: 183-188.
-
Swanson, T. and M.R. Thompson, 1967. Flexural fatique strength of lime-soil mixtures. Highway Research Record No. 198, Highway Research Board, Washington, D.C.
-
Tabatabi, A., 1997. Pavement [Roosazi Rah]. University's Publication Center, Tehran, Iran.
-
Taylor, W. and A. Arman, 1960. Lime stabilization using preconditioned soils. Highway Res. Board Bull., 262: 1-19.
-
Tedesco, D.V., 2006. Hydro-mechanical behaviour of lime-stabilised soils. Ph.D. Thesis, University of Cassino. Cassino, Italy.
-
Terrei, R., J. Epps, E. Barenberg, J. Mitchell and M. Thompson, 1984. Soil stabilization in pavement structures-a user's manual. Vol. 2, Moisture design consideration. Federal Highway Administration, Washington, DC.
-
Thompson, M.R., 1965. Shear strength and elastic properties of lime-soil mixtures. Transportation Research Record No. 139, Transportation Research Board, Washington, D.C.
-
Thompson, M.R. 1969. Engineering properties of lime-soil mixtures. J. Mater., JMLSA, 4(4): 968-969.
-
Thompson, M., 1970. Soil stabilization for pavement systems-state of the art. Technical Report, Construction Engineering Research Laboratory, Champaign, Illinois.
-
Thompson, M. and B. Dempsey, 1969. Autogenous healing of lime-soil mixtures. Highway Res. Record, 263: 1-7.
-
Tremblay, H., S. Leroueil and J. Locat, 2001. Mechanical improvement and vertical yield stress prediction of clayey soils from eastern Canada treated with lime or cement. Can. Geotech. J., 38(3): 567-579.
CrossRef
-
Tremblay, H., J. Duchesne, J. Locat and S. Leroueil, 2002. Influence of the nature of organic compounds on fine soil stabilization with cement. Can. Geotech. J., 39(3): 535-546.
CrossRef
-
Umesha, T., S. Dinesh and P. Sivapullaiah, 2009. Control of dispersivity of soil using lime and cement. Int. J. Geol., 3(1): 8-16.
-
Ure-a, C., J.M. Aza-ón, F. Corpas, F. Nieto, C. León and L. Pérez, 2013. Magnesium hydroxide, seawater and olive mill wastewater to reduce swelling potential and plasticity of bentonite soil. Const. Build. Mater., 45(0): 289-297.
-
Viswanadham, B.V.S., B.R. Phanikumar and R.V. Mukherjee, 2009. Swelling behaviour of a geofiber-reinforced expansive soil. Geotext. Geomembranes, 27(1): 73-76.
CrossRef
-
Wang, J., M. Mateos and D. Davidson, 1963. Comparative effects of hydraulic, calcitic and dolomitic limes and cement in soil stabilization. Stabilization of Soil with Lime and Fly Ash. Bull. Highway Res. Board, Washington, 29: 42-54.
-
Wild, S., M.R. Abdi and G. Leng-Ward, 1993. Sulphate expansion of lime-stabilized kaolinite: II. Reaction products and expansion. Clay Miner., 28(4): 569-583.
CrossRef
-
Wild, S., J. Kinuthia, R. Robinson and I. Humphreys, 1996. Effects of ground granulated blast furnace slag (GGBS) on the strength and swelling properties of lime-stabilized kaolinite in the presence of sulphates. Clay Miner., 31(3): 423-433.
CrossRef
-
Xeidakis, G.S., 1996a. Stabilization of swelling clays by Mg(OH)2. Changes in clay properties after addition of Mg-hydroxide. Eng. Geol., 44(1-4): 107-120.
CrossRef
-
Xeidakis, G.S., 1996b. Stabilization of swelling clays by Mg(OH)2. Factors affecting hydroxy-Mg-interlayering in swelling clays. Eng. Geol., 44(1-4): 93-106.
CrossRef
-
Yang, G., H. Liu, P. Lv and B. Zhang, 2012. Geogrid-reinforced lime-treated cohesive soil retaining wall: Case study and implications. Geotext. Geomembranes, 35(0): 112-118.
CrossRef
-
Yi, Y., M. Liska, C. Unluer and A. Al-Tabbaa, 2013. Carbonating magnesia for soil stabilization. Can. Geotech. J., 50(8): 899-905.
CrossRef
-
Yong, R. and V. Ouhadi, 2007. Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils. Appl. Clay Sci., 35(3-4): 238-249.
CrossRef
-
Zolkov, E., 1962. Influence of chlorides and hydroxides of calcium and sodium on consistency limits of a fat clay. Highway Res. Board Bull., 309: 109-115.
Competing interests
The authors have no competing interests.
Open Access Policy
This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.
Copyright
The authors have no competing interests.
|
|
|
ISSN (Online): 2040-7467
ISSN (Print): 2040-7459 |
|
Information |
|
|
|
Sales & Services |
|
|
|