Abstract
For a safe construction of diminutive and edifice structures in soil, the foundation soil should be keenly observed and improved before the construction activities. To improve the soil characteristics, replacing the traditional methods of soil stabilization can be done by utilizing the agriculture wastes as one of the best cost-effective and sustainable method. For this study, agriculture waste wheat husk ash (WHA) of different percentages (3, 6, 9 and 12%) were mixed to the problematic soil at varying curing periods (3, 7, 14 and 28 days) and tests like standard proctor compaction, unconfined compressive strength and free swell index test were done in order to know the optimum percentage of additive to develop the improved characteristics of the soil. According to the test results, wheat husk ash of 9% showed an enhancement of 150% in strength at 28 days of curing, indicating it as the optimum dosage and there is a volume reduction in soil by 50% with the addition of WHA compared with untreated soil. Wheat husk waste which is one of the agricultural wastes produced abundantly causing waste disposal problem and threat to the surroundings can be utilized in soils for strength enhancement which leads to a sustainable eco-friendlier environment by reducing the environmental impacts.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Pongsivasathit S, Horpibulsuk S, Piyaphipat S (2019) Assessment of mechanical properties of cement stabilized soils. Case Stud Constr Mater 11:1–15
Sreekrishnavilasam A, Rahardja S, Kmetz R, Santagata M (2007) Soil treatment using fresh and landfilled cement kiln dust. Constr Build Mater 21(2):318–327
Saride S, Puppala AJ, Chikyala SR (2013) Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays. Appl Clay Sci 85(1):39–45
Vakili MV, Chegenizadeh A, Nikraz H, Keramatikerman M (2018) Investigation on shear strength of stabilised clay using cement, sodium silicate and slag. Appl Clay Sci: 124–125:243–251
Bahmani SH, Huat BBK, Asadi A, Farzadnia N (2014) Stabilization of residual soil using SiO2 nanoparticles and cement. Constr Build Mater 64:350–359
Gidley James S, Sack WA (1984) Environmental aspects of waste utilization in construction. J Environ Eng 110(6):1117–1133
Canakci H, Celik F, Bizne MOA, Bizne MOA (2016) Stabilization of clay with using waste beverage can. Procedia Eng 161:595–599
Fauzi A, Mohd W, Wan N, Rahman A, Jauhari Z (2013) Utilization waste material as stabilizer on Kuantan clayey soil stabilization. Procedia Eng 53:42–47
Divya Krishnan K, Ravichandran PT (2020) Investigation on industrial waste material for stabilizing the expansive soil. IOP Conf Ser Mater Sci Eng 912:062062
Basha EA, Hashim R, Mahmud HB, Muntohar AS (2005) Stabilization of residual soil with rice husk ash and cement. Constr Build Mater 19:448–453
Jafer H, Atherton W, Sadique M, Ruddock F, Loffill E (2018) Stabilisation of soft soil using binary blending of high calcium fly ash and palm oil fuel ash. Appl Clay Sci 152:323–332
Ahmed, Sharma A (2019) Use of coir fiber and wheat husk ash to improve the characteristics of clayey soil. Int J Eng Trends Technol 67(10):85–89
Attom MF, Al-sharif MM (1998) Soil stabilization with burned olive waste. Appl Clay Sci 13:219–230
IS 2720 Part XL (2002) Methods of tests for soil determination of free swell index of soils. Bureau of Indian Standards, New Delhi
IS 2720 Part III (1987) Methods of tests for soil determination of specific gravity. Bureau of Indian Standards, New Delhi
IS 2720 Part V (1985) Methods of tests for soil determination of Atterberg’s limits. Bureau of Indian Standards, New Delhi
IS 2720 Part VI (1972) Methods of tests for soil determination of shrinkage factors. Bureau of Indian Standards, New Delhi
IS 2720 Part VII (1980) Methods of tests for soil determination of water content dry density relation using light compaction. Bureau of Indian Standards, New Delhi
Locat J, Berube MA, Choquet M (1990) Laboratory investigations on the lime stabilization of sensitive clays: shear strength development. Can Geotech J 27(3):294–304
Sharman AK, Sivapullaiah PV (2016) Ground granulated blast furnace slag amended fly ash as an expansive soil stabilizer. Soils Found 56(2):205–212
IS 2720 Part X (1973) Methods of tests for soil determination of unconfined compressive strength. Bureau of Indian Standards, New Delhi
Horpibulsukn S, Phetchuay C, Chinkulkijniwat A, Cholaphatsorn A (2013) Strength development in silty clay stabilized with calcium carbide residue and fly ash. Soils Found 53(4):477–486
Kate JM (2005) Strength and volume change behavior of expansive soils treated with fly ash. American Society of Civil Engineers geo-frontiers congress—innovations in grouting and soil improvement, 1–15
Al-Rawas AA, Taha R, Nelson JD, Al-Shab TB, Al-Siyabi H (2002) A comparative evaluation of various additives used in the stabilization of expansive soils. Geotech Testing J 25(2):199–209
Jha K, Sivapullaiah P (2015) Mechanism of improvement in the strength and volume change behavior of lime stabilized soil. Eng Geol 198:53–64
Al-Mukhtar M, Khattab S, Alcover J-F (2012) Microstructure and geotechnical properties of lime-treated expansive clayey soil. Eng Geol 139–140:17–27
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2024 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Vismaya, S., Divya Krishnan, K., Ravichandran, P.T. (2024). Study on Performance of Expansive Soil Using Agro Waste as a Sustainable Stabilizer. In: Reddy, K.R., Ravichandran, P.T., Ayothiraman, R., Joseph, A. (eds) Recent Advances in Civil Engineering. ICC IDEA 2023. Lecture Notes in Civil Engineering, vol 398. Springer, Singapore. https://doi.org/10.1007/978-981-99-6229-7_4
Download citation
DOI: https://doi.org/10.1007/978-981-99-6229-7_4
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-99-6228-0
Online ISBN: 978-981-99-6229-7
eBook Packages: EngineeringEngineering (R0)