Experimental Study on Endurance Performance of Lime and Cement-Treated Cohesive Soil

Aamir M, Mahmood Z, Nisar A, Farid A, Khan TA, Abbas M, Ismaeel M, Shah SAR, Waseem M (2019). Performance evaluation of sustainable soil stabilization process using waste materials. Processes 7:1–16, DOI: https://doi.org/10.3390/PR7060378 Abdi MR, Mirzaeifar H (2016) Effects of discrete short polypropylene fibers on behavior of artificially cemented kaolinite. International Journal of Civil Engineering 14(4):253–262, DOI: https://doi.org/10.1007/s40999-016-0022-5 Abdullah HH, Shahin MA, Walske ML (2019) Geo-mechanical behavior of clay soils stabilized at ambient temperature with fly-ash geopolymer-incorporated granulated slag. Soils and Foundations 59(6):1906–1920, DOI: https://doi.org/10.1016/j.sandf.2019.08.005 Ahmed A, Ugai K (2011) Environmental effects on durability of soil stabilized with recycled gypsum. Cold Regions Science and Technology 66(2–3):84–92, DOI: https://doi.org/10.1016/j.coldregions.2010.12.004 Akcanca F, Aytekin M (2012) Effect of wetting-drying cycles on swelling behavior of lime stabilized sand-bentonite mixtures. Environmental Earth Sciences 66(1):67–74, DOI: https://doi.org/10.1007/s12665-011-1207-5 Al-Bared MAM, Harahap ISH, Marto A, Abad SVAN, Ali MOA (2019) Undrained shear strength and microstructural characterization of treated soft soil with recycled materials. Geomechanics and Engineering 18(4):427–437, DOI: https://doi.org/10.12989/gae.2019.18.4.427 Al-Bared MAM, Harahap IS, Marto A, Mohamad H, Abad SVANK, Mustaffa Z (2020) Cyclic behavior of RT-cement treated marine clay subjected to low and high loading frequencies. Geomechanics and Engineering 21(5):433–445, DOI: https://doi.org/10.12989/gae.2020.21.5.433 Al-Bared MAM, Marto A (2017) A review on the geotechnical and engineering characteristics of marine clay and the modern methods of improvements. Malaysian Journal of Fundamental and Applied Sciences 13(4):825–831 Al-Bared MAM, Marto A, Latifi N (2018a) Utilization of recycled tiles and tyres in stabilization of soils and production of construction materials — A state-of-the-art review. KSCE Journal of Civil Engineering 22(10):3860–3874, DOI: https://doi.org/10.1007/s12205-018-1532-2 Al-Bared MAM, Marto A, Latifi N, Horpibulsuk S (2018b). Sustainable improvement of marine clay using recycled blended tiles. Geotechnical and Geological Engineering 36:3135–3147, DOI: https://doi.org/10.1007/s10706-018-0525-8 Aldaood A, Bouasker M, Al-Mukhtar M (2014). Impact of wetting-drying cycles on the microstructure and mechanical properties of lime-stabilized gypseous soils. Engineering Geology 174:11–21, DOI: https://doi.org/10.1016/j.enggeo.2014.03.002 Ali M, Aziz M, Hamza M, Madni MF (2020) Engineering properties of expansive soil treated with polypropylene fibers. Geomechanics and Engineering 22(3):227–236, DOI: https://doi.org/10.12989/gae.2020.22.3.227 ASTM D559 (2015) Standard test methods for wetting and drying compacted soil-cement mixtures. ASTM D559, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D0559_D0559M-15 ASTM D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM D854, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D0854-14 ASTM D1557 (2012) Standard test methods for laboratory compaction characteristics of soil using modified effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). ASTM D1557, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D1557-12E01 ASTM D2166 (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM D2166, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D2166_D2166M-16 ASTM D2487 (2017) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM D2487, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D2487-17E01 ASTM D4318 (2010) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D4318-10 ASTM D6913 (2017) Standard test methods for particle-size distribution (gradation) of soils using sieve analysis. ASTM D6913, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D6913D6913M-17 ASTM D7762 (2018) Standard practice for design of stabilization of soil and soil-like materials with self-cementing fly ash. ASTM D7762, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D7762-18 ASTM D7928 (2017) Standard test method for particle-size distribution (gradation) of fine-grained soils using the sedimentation (hydrometer) analysis. ASTM D7928, ASTM International, West Conshohocken, PA, USA, DOI: https://doi.org/10.1520/D7928-17 Bozbey İ (2018) Microfabric evaluation of lime-treated clays by mercury intrusion porosimetry and environment scanning electron microscopy. International Journal of Civil Engineering 16(4):443–456, DOI: https://doi.org/10.1007/s40999-017-0151-5 Chakraborty S, Nair S (2020) Impact of curing time on moisture-induced damage in lime-treated soils. International Journal of Pavement Engineering 21(2):215–227, DOI: https://doi.org/10.1080/10298436.2018.1453068 Consoli NC, da-Silva K, Filho S, Rivoire AB (2017). Compacted clay-industrial wastes blends: Long term performance under extreme freeze-thaw and wet-dry conditions. Applied Clay Science 146:404–410, DOI: https://doi.org/10.1016/j.clay.2017.06.032 Consoli NC, Quiñónez-Samaniego RA, González LE, Bittar EJ, Cuisinier O (2018) Impact of severe climate conditions on loss of mass, strength, and stiffness of compacted fine-grained soils — Portland cement blends. Journal of Materials in Civil Engineering 30(8):04018174, DOI: https://doi.org/10.1061/(asce)mt.1943-5533.0002392 Elkady TY (2016) The effect of curing conditions on the unconfined compression strength of lime-treated expansive soils. Road Materials and Pavement Design 17(1):52–69, DOI: https://doi.org/10.1080/14680629.2015.1062409 Firoozi AA, Guney OC, Firoozi AA, Baghini MS (2017). Fundamentals of soil stabilization. International Journal of Geo-Engineering 8:26, DOI: https://doi.org/10.1186/s40703-017-0064-9 Horpibulsuk S, Katkan W, Sirilerdwattana W, Rachan R (2006) Strength development in cement stabilized low plasticity and coarse grained soils: Laboratory and field study. Soils and Foundations 46(3):351–366, DOI: https://doi.org/10.3208/sandf.46.351 Hoy M, Rachan R, Horpibulsuk S, Arulrajah A, Mirzababaei M (2017). Effect of wetting-drying cycles on compressive strength and microstructure of recycled asphalt pavement — Fly ash geopolymer. Construction and Building Materials 144:62–634, DOI: https://doi.org/10.1016/j.conbuildmat.2017.03.243 Kamaruddin FA, Anggraini V Kim-Huat B, Nahazanan H (2020) Wetting/drying behavior of lime and alkaline activation stabilized marine clay reinforced with modified coir fiber. Materials 13(12):2753, DOI: https://doi.org/10.3390/ma13122753 Khan TA, Taha MR, Khan MM, Shah SAR, Aslam MA, Waqar A, Khan AR, Waseem M (2020) Strength and volume change characteristics of clayey soils: Performance evaluation of enzymes. Minerals 10(1):52, DOI: https://doi.org/10.3390/min10010052 Khazaei J, Moayedi H (2019) Soft expansive soil improvement by ecofriendly waste and quick lime. Arabian Journal for Science and Engineering 44(10):8337–8346, DOI: https://doi.org/10.1007/s13369-017-2590-3 Lee S, Im J, Cho GC, Chang I (2019) Laboratory triaxial test behavior of xanthan gum biopolymer-treated sands. Geomechanics and Engineering 17(5):445–452, DOI: https://doi.org/10.12989/gae.2019.17.5.445 Moayedi H, Kassim KA, Kazemian S, Raftari M, Mokhberi M (2014) Improvement of peat using Portland cement and electrokinetic injection technique. Arabian Journal for Science and Engineering 39(10):6851–6862, DOI: https://doi.org/10.1007/s13369-014-1245-x Mujtaba H, Aziz T, Farooq K, Sivakugan N, Das BM (2018). Improvement in engineering properties of expansive soils using ground granulated blast furnace slag. Journal of the Geological Society of India 92:357–362, DOI: https://doi.org/10.1007/s12594-018-1019-2 Nabil M, Mustapha A, Rios S (2020) Impact of wetting — Drying cycles on the mechanical properties of lime-stabilized soils. International Journal of Pavement Research and Technology 13(1):83–92, DOI: https://doi.org/10.1007/s42947-019-0088-y Nowamooz H, Jahangir E, Masrouri F (2013). Volume change behaviour of a swelling soil compacted at different initial states. Engineering Geology 153:25–34, DOI: https://doi.org/10.1016/j.enggeo.2012.11.010 Osinubi KJ, Eberemu AO, Akinmade OB (2016) Evaluation of strength characteristics of tropical black clay treated with locust bean waste ash. Geotechnical and Geological Engineering 34(2):635–646, DOI: https://doi.org/10.1007/s10706-015-9972-7 Parsons RL, Kneebone E, Milburn JP (2004) Use of cement kiln dust for subgrade stabilization. Final Report No. KS-04–03. Kansas Department of Transportation, Topeka, KS, USA Prusinski JR, Bhattacharja S (1999) Effectiveness of Portland cement and lime in stabilizing clay soils. Transportation Research Record: Journal of the Transportation Research Board 1652(1):215–227, DOI: https://doi.org/10.3141/1652-28 Qureshi, MU, Alsaidi M, Aziz M, Chang I, Rasool AM, Kazmi ZA (2021) Use of reservoir sediments to improve engineering properties of dune sand in oman. Applied Sciences 11(4):1620, DOI: https://doi.org/10.3390/app11041620 Riaz S, Aadil N, Waseem U (2014). Stabilization of subgrade soils using cement and lime: A case study of Kala Shah Kaku, Lahore, Pakistan. Pakistan Journal of Science 66:39–44 Rosone M, Megna B, Celauro C (2021) Analysis of the chemical and microstructural modifications effects on the hydro-mechanical behaviour of a lime-treated clay. International Journal of Geotechnical Engineering 15(4):447–460, DOI: https://doi.org/10.1080/19386362.2019.1639351 Sariosseiri F, Muhunthan B (2009) Effect of cement treatment on geotechnical properties of some Washington State soils. Engineering Geology 104(1–2):119–125, DOI: https://doi.org/10.1016/j.enggeo.2008.09.003 Starcher RD, Gassman SL, Pierce CE (2016) The durability of chemically treated soils subjected to cycles of wetting and drying. Proceedings of Geo-Chicago, August 14–18, Chicago, IL, USA, 728–737, DOI: https://doi.org/10.1061/9780784480144.072 Stoltz G, Cuisinier O, Masrouri F (2014). Weathering of a lime-treated clayey soil by drying and wetting cycles. Engineering Geology 181:281–289, DOI: https://doi.org/10.1016/j.enggeo.2014.08.013 Tajdini M, Hajialilue-Bonab M, Golmohamadi S (2018) An experimental investigation on effect of adding natural and synthetic fibres on mechanical and behavioural parameters of soil-cement materials. International Journal of Civil Engineering 16(4):353–370, DOI: https://doi.org/10.1007/s40999-016-0118-y Tomar A, Sharma T, Singh S (2019). Strength properties and durability of clay soil treated with mixture of nano silica and Polypropylene fiber. Materials Today: Proceedings 26:3449–3457, DOI: https://doi.org/10.1016/j.matpr.2019.12.239 Wang D, Abriak NE, Zentar R (2015) One-dimensional consolidation of lime-treated dredged harbour sediments. European Journal of Environmental and Civil Engineering 19(2):199–218, DOI: https://doi.org/10.1080/19648189.2014.939309 Zainuddin N, Mohd Yunus NZ, Al-Bared MAM, Marto A, Harahap ISH, Rashid ASA (2019). Measuring the engineering properties of marine clay treated with disposed granite waste. Measurement 131:50–60, DOI: https://doi.org/10.1016/j.measurement.2018.08.053 Zhao H, Zhou K, Zhao C, Gong BW, Liu J (2016) A long-term investigation on microstructure of cement-stabilized handan clay. European Journal of Environmental and Civil Engineering 20(2):199–214, DOI: https://doi.org/10.1080/19648189.2015.1030087