Skip to main content
Log in

Sustainable Improvement of Tropical Residual Soil Using an Environmentally Friendly Additive

  • Original paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

Many tropical residual laterites have relatively poor engineering properties due to the significant percentage of fine-grained soil particles that they contain, which are formed by the soil weathering process. The widespread presence of laterite soils in tropical regions often requires that some form of soil improvement be performed to allow for their use in various civil engineering applications, such as for road base or subbase construction. One of the most commonly utilized stabilization techniques for laterite soils is the application of additives that chemically react with the minerals that are present in soil to enhance its overall strength; effective soil stabilization can allow for the use of site-specific soils, and can consequently result in significant cost savings for a given project. With an increasing focus on the use of more environmentally friendly and sustainable materials in the built and natural environments, there is an emerging interest in eco-friendly additives that are an alternative to traditional chemical stabilizers. The current study examines the viability of xanthan gum as an environmentally friendly stabilizer that can improve the engineering properties of tropical residual laterite soil. Unconfined compressive strength (UCS) tests, standard direct shear tests, Brunauer, Emmett, and Teller (N2-BET) surface area analysis tests and field emission scanning electron microscopy (FESEM) tests were used to investigate the effectiveness of xanthan gum for stabilization of a tropical laterite soil. The UCS test results showed that addition of 1.5% xanthan gum by weight yielded optimum stabilization, increasing the unconfined compressive strength of the laterite soil noticeably. Similarly, direct shear testing of 1.5% xanthan gum stabilized laterite specimens showed increasing Mohr–Coulomb shear strength parameters with increases in curing time. From the FESEM results, it was observed that the stabilization process modified the pore-network morphology of the laterite soil, while also forming new white layers on the surface of the clay particles. Analysis of the test results indicated that xanthan gum stabilization was effective for use on a tropical residual laterite soil, providing an eco-friendly and sustainable alternative to traditional soil stabilization additives such as cement or lime.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7

Similar content being viewed by others

References

  • Alsafi S, Farzadnia N, Asadi A, Huat BK (2017) Collapsibility potential of gypseous soil stabilized with fly ash geopolymer; characterization and assessment. Constr Build Mater 137:390–409

    Article  Google Scholar 

  • Arulrajah A, Kua TA, Phetchuay C, Horpibulsuk S, Mahghoolpilehrood F, Disfani MM (2015) Spent coffee grounds–fly ash geopolymer used as an embankment structural fill material. J Mater Civ Eng 28(5):04015197

    Article  Google Scholar 

  • Arulrajah A, Mohammadinia A, Phummiphan I, Horpibulsuk S, Samingthong W (2016) Stabilization of recycled demolition aggregates by geopolymers comprising calcium carbide residue, fly ash and slag precursors. Constr Build Mater 114:864–873

    Article  Google Scholar 

  • Awad YM, Blagodatskaya E, Ok YS, Kuzyakov Y (2013) Effects of polyacrylamide, biopolymer and biochar on the decomposition of 14C-labelled maize residues and on their stabilization in soil aggregates. Eur J Soil Sci 64(4):488–499

    Article  Google Scholar 

  • Basha EA, Hashim R, Mahmud HB, Muntohar AS (2005) Stabilization of residual soil with rice husk ash and cement. Constr Build Mater 19(6):448–453

    Article  Google Scholar 

  • Bergmann D, Furth G, Mayer C (2008) Binding of bivalent cations by xanthan in aqueous solution. Int J Biol Macromol 43(3):245–251

    Article  Google Scholar 

  • Blanck G, Cuisinier O, Masrouri F (2014) Soil treatment with organic non-traditional additives for the improvement of earthworks. Acta Geotech 9(6):1111–1122

    Article  Google Scholar 

  • Brunauer S, Emmett PH, Teller E (1938) Adsorption of gases in multimolecular layers. J Am Chem Soc 60:309–319

    Article  Google Scholar 

  • BSI (British Standards Institution) (1990a) British standard methods of test for soils for civil engineering purposes—part 2: classification tests. BS1377, London

  • BSI (British Standards Institution) (1990b) British standard methods of test for soils for civil engineering purposes—part 4: compaction related tests. BS1377, London

  • BSI (British Standards Institution) (1990c) British standard methods of test for soils for civil engineering purposes—part 5: compressibility, permeability and durability tests. BS1377, Milton Keynes, UK

  • BSI (British Standards Institution) (1990d) British standard methods of test for soils for civil engineering purposes—part 7: shear strength tests (total stress). BS1377, Milton Keynes, UK

  • Cadmus MC, Jackson LK, Burton KA, Plattner RD, Slodki ME (1982) Biodegradation of xanthan gum by Bacillus sp. Appl Environ Microbiol 44(1):5–11

    Google Scholar 

  • Casas JA, Santos VE, Garcıa-Ochoa F (2000) Xanthan gum production under several operational conditions: molecular structure and rheological properties☆. Enzyme Microb Technol 26(2):282–291

    Article  Google Scholar 

  • Chang I, Cho GC (2012) Strengthening of Korean residual soil with β-1, 3/1, 6-glucan biopolymer. Constr Build Mater 30:30–35

    Article  Google Scholar 

  • Chang I, Im J, Prasidhi AK, Cho GC (2015) Effects of Xanthan gum biopolymer on soil strengthening. Constr Build Mater 74:65–72

    Article  Google Scholar 

  • DeJong JT, Soga K, Kavazanjian E, Burns S, Van Paassen LA, Al Qabany A, Chen CY (2013) Biogeochemical processes and geotechnical applications: progress, opportunities and challenges. Geotechnique 63(4):287

    Article  Google Scholar 

  • Du YJ, Horpibulsuk S, Wei ML, Suksiripattanapong C, Liu MD (2014) Modeling compression behavior of cement-treated zinc-contaminated clayey soils. Soils Found 54(5):1018–1026

    Article  Google Scholar 

  • Eisazadeh A, Eisazadeh H (2015) N2-BET surface area and FESEM studies of lime-stabilized montmorillonitic and kaolinitic soils. Environ Earth Sci 74(1):377–384

    Article  Google Scholar 

  • Eisazadeh A, Kassim KA, Nur H (2011) Characterization of phosphoric acid-and lime-stabilized tropical lateritic clay. Environ Earth Sci 63(5):1057–1066

    Article  Google Scholar 

  • Eisazadeh A, Kassim KA, Nur H (2012) stabilization of tropical kaolin soil with phosphoric acid and lime. Nat Hazards 61(3):931–942

    Article  Google Scholar 

  • Geliga E, Ismail DSA (2010) Geotechnical properties of fly ash and its application on soft soil stabilization. UNIMAS E J Civ Eng 1(2):1–6

    Google Scholar 

  • Gidigasu MD (1972) Mode of formation and geotechnical characteristics of laterite materials of Ghana in relation to soil forming factors. Eng Geol 6(2):79–150

    Article  Google Scholar 

  • Gregory J, Barany S (2011) Adsorption and flocculation by polymers and polymer mixtures. Adv Coll Interface Sci 169(1):1–12

    Article  Google Scholar 

  • Horpibulsuk S, Liu MD, Liyanapathirana DS, Suebsuk J (2010) Behaviour of cemented clay simulated via the theoretical framework of the Structured Cam Clay model. Comput Geotech 37(1–2):1–9

    Article  Google Scholar 

  • Horpibulsuk S, Suddeepong A, Suksiripattanapong C, Chinkulkijniwat A, Arulrajah A, Disfani MM (2014) Water-void to cement ratio identity of lightweight cellular-cemented material. J Mater Civ Eng 26(10):06014021

    Article  Google Scholar 

  • Horpibulsuk S, Suksiripattanapong C, Samingthong W, Rachan R, Arulrajah A (2015) Durability against wetting-drying cycles of water treatment sludge-fly ash geopolymer. J Mater Civ Eng ASCE, 04015078(1–9)

  • Ivanov V, Chu J (2008) Applications of microorganisms to geotechnical engineering for bioclogging and biocementation of soil in situ. Rev Environ Sci BioTechnol 7(2):139–153

    Article  Google Scholar 

  • JCPDS (1995) Index to the powder diffraction file. International Center for Diffraction Data, Swarthmore, PA

    Google Scholar 

  • Labille J, Thomas F, Milas M, Vanhaverbeke C (2004) Flocculation of colloidal clay by bacterial polysaccharides: effect of macromolecule charge and structure. J Colloid Interface Sci 284(1):149–156

    Article  Google Scholar 

  • Laneuville SI, Turgeon SL, Sanchez C, Paquin P (2006) Gelation of native β-lactoglobulin induced by electrostatic attractive interaction with xanthan gum. Langmuir 22(17):7351–7357

    Article  Google Scholar 

  • Latifi N, Eisazadeh A, Marto A (2014) Strength behavior and microstructural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer. Environ Earth Sci 72(1):91–98

    Article  Google Scholar 

  • Latifi N, Marto A, Eisazadeh A (2015a) Physicochemical behavior of tropical laterite soil treated with non-traditional additive. Acta Geotech 11(2):433–443

    Article  Google Scholar 

  • Latifi N, Marto A, Eisazadeh A (2015b) Analysis of strength development in non-traditional liquid additive-stabilized laterite soil from macro-and micro-structural considerations. Environ Earth Sci 73(3):1133–1141

    Article  Google Scholar 

  • Latifi N, Marto A, Rashid ASA, Yii JLJ (2015c) Strength and physico-chemical characteristics of fly ash-bottom ash mixture. Arab J Sci Eng 40(9):2447–2455

    Article  Google Scholar 

  • Latifi N, Horpibulsuk S, Meehan CL, Abd Majid, MZ, Tahir MM, Mohamad ET (2016a) Improvement of problematic soils with biopolymer—an environmentally friendly soil stabilizer. J Mater Civ Eng. doi:10.1061/(ASCE)MT.1943-5533.0001706

  • Latifi N, Rashid ASA, Marto A, Tahir MM (2016b) Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat. Environ Earth Sci 75(3):1–9

    Article  Google Scholar 

  • Latifi N, Rashid ASA, Ecemis N, Tahir MM, Marto A (2016c) Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution. Arab J Geosci 9(1):1–12

    Article  Google Scholar 

  • Latifi N, Horpibulsuk S, Meehan CL, Majid MZA, Rashid ASA (2016d) Xanthan gum biopolymer: an eco-friendly additive for stabilization of tropical organic peat. Environ Earth Sci 75(9):1–10

    Article  Google Scholar 

  • Latifi N, Marto A, Eisazadeh A (2016e) Physicochemical behavior of tropical laterite soil stabilized with non-traditional additive. Acta Geotech 11(2):433–443

    Article  Google Scholar 

  • Latifi N, Rashid ASA, Ecemis N, Tahir MM, Marto A (2016f) Time-dependent physicochemical characteristics of Malaysian residual soil stabilized with magnesium chloride solution. Arab J Geosci 9(1):58

    Article  Google Scholar 

  • Maghool F, Arulrajah A, Du Y-J, Horpibulsuk S, Chinkulkijniwat A (2016) Environmental impacts of utilizing waste steel slag aggregates as recycled road construction materials. Clean Technol Environ Policy 19(4):949–958

    Article  Google Scholar 

  • Marto A, Latifi N, Eisazadeh A (2014) Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab J Sci Eng 39(10):6949–6958

    Article  Google Scholar 

  • Mitchell JK, Santamarina JC (2005) Biological considerations in geotechnical engineering. J Geotech Geoenviron Eng 131(10):1222–1233

    Article  Google Scholar 

  • Mitchell JK, Soga K (2005) Fundamentals of soil behavior, 3rd edn. Wiley, New York

    Google Scholar 

  • Mohammadinia A, Arulrajah A, Sanjayan J, Disfani MM, Bo MW, Darmawan S (2014) Laboratory evaluation of the use of cement-treated construction and demolition materials in pavement base and subbase applications. J Mater Civ Eng 27(6):04014186

    Article  Google Scholar 

  • Rosalam S, England R (2006) Review of xanthan gum production from unmodified starches by Xanthomonas comprestris sp. Enzyme Microb Technol 39(2):197–207

    Article  Google Scholar 

  • Saeed KA, Eisazadeh A, Kassim KA (2012) Lime stabilized Malaysian lateritic clay contaminated by heavy metals. Electron J Geotech Eng 17:1807–1816

    Google Scholar 

  • Shen SL, Wang ZF, Sun WJ, Wang LB, Horpibulsuk S (2013) A field trial of horizontal jet grouting using the composite-pipe method in soft deposit of Shanghai. Tunn Undergr Space Technol 35:142–151

    Article  Google Scholar 

  • Suebsuk J, Horpibulsuk S, Liu MD (2010) Modified Structured Cam Clay: a constitutive model for destructured, naturally structured and artificially structured clays. Comput Geotech 37(7–8):956–968

    Article  Google Scholar 

  • Suksiripattanapong C, Horpibulsuk S, Chanprasert P, Sukmak P, Arulrajah A (2015) Compressive strength development in fly ash geopolymer masonry units manufactured from water treatment sludge. Constr Build Mater 82:20–30

    Article  Google Scholar 

  • Tingle J, Santoni R (2003) Stabilization of clay soils with nontraditional additives. Transp Res Rec: J Transp Res Board 1819:72–84

    Article  Google Scholar 

  • Tingle JS, Newman JK, Larson SL, Weiss CA, Rushing JF (2007) Stabilization mechanisms of nontraditional additives. Transp Res Rec: J Transp Res Board. 1989(1):59–67

    Article  Google Scholar 

  • Townsend FC (1985) Geotechnical characteristics of residual soils. J Geotech Eng 111(1):77–94

    Article  Google Scholar 

  • Turkoz M, Savas H, Acaz A, Tosun H (2014) The effect of magnesium chloride solution on the engineering properties of clay soil with expansive and dispersive characteristics. Appl Clay Sci 101:1–9

    Article  Google Scholar 

  • Zohuriaan MJ, Shokrolahi F (2004) Thermal studies on natural and modified gums. Polym Testing 23(5):575–579

    Article  Google Scholar 

Download references

Acknowledgements

The authors wish to acknowledge financial support provided by the Ministry of Education Malaysia under Fundamental Research Grant R.J130000.7922.4S124, as well as financial support provided by the Universiti Teknologi Malaysia (UTM).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Nima Latifi.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Rashid, A.S.A., Latifi, N., Meehan, C.L. et al. Sustainable Improvement of Tropical Residual Soil Using an Environmentally Friendly Additive. Geotech Geol Eng 35, 2613–2623 (2017). https://doi.org/10.1007/s10706-017-0265-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-017-0265-1

Keywords

Navigation