Abstract
Loess often has poor engineering properties due to its loose accumulation and strong collapsibility. Therefore, improvement of the soil is necessary to meet the needs of engineering. In the current work, the improvement effect of sodium alginate added in different proportions to loess was studied. Limited water content test and particle size grading test were conducted to study the effect of sodium alginate on the basic physical parameters of soil. In addition, unconfined compressive strength test (UCS) and consolidated undrained test (CU) were used to analyze the changes in the mechanical properties of the soil after improvement. Additionally, permeation and disintegration tests were used to study the change in the soil’s water stability. What’s more, the microscopic mechanism of sodium alginate improved loess was also proposed based on the results of scanning electron microscopy (SEM) and X-ray diffraction (XRD). The results showed that sodium alginate not only can change the liquid-plastic limit and particle size gradation of loess but also improve the strength, shear parameters, and water stability of loess. SEM and XRD studies revealed that sodium alginate changed the microstructure of the loess, formed a colloidal material to encapsulate the soil particles, filled the pores between soil particles, and caused aggregation of the clay material in the soil to form larger particle size via flocculation. These results show that sodium alginate can be used as a more environmental friendly and sustainable additive to replace the traditional soil stabilization additives, such as cement or lime to stabilize loess.
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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. https://doi.org/10.1016/j.conbuildmat.2017.01.079
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. https://doi.org/10.1016/j.conbuildmat.2016.03.150
Ayeldeen M, Negm A, El-Sawwaf M, Kitazume M (2017) Enhancing mechanical behaviors of collapsible soil using two biopolymers. J Rock Mech Geotech Eng 9:329–339. https://doi.org/10.1016/j.jrmge.2016.11.007
Baby M, Gowshik A, Rajeshwar AVK, MJIJoE M, Research T (2016) Experimental study of expansive soil stabilized with terrazyme. Int J Eng Tech Res V5
Bo MW, Arulrajah A, Horpibulsuk S, Leong M, Disfani MM (2014) Densification of land reclamation sands by deep vibratory compaction techniques. J Mater Civ Eng 26:06014016. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001010
Bo MW, Arulrajah A, Horpibulsuk S, Leong MJS, Foundations (2015) Quality management of prefabricated vertical drain materials in mega land reclamation projects: a case study. Soils Found 55:895–905. https://doi.org/10.1016/j.sandf.2015.06.019
Cai Y, Shi B, Ng CWW, Tang C-S (2006) Effect of polypropylene fibre and lime admixture on engineering properties of clayey soil. Eng Geol 87:230–240. https://doi.org/10.1016/j.enggeo.2006.07.007
Chai J, Horpibulsuk S, Shen S, Carter JP (2014) Consolidation analysis of clayey deposits under vacuum pressure with horizontal drains. Geotext Geomembr 42:437–444. https://doi.org/10.1016/j.geotexmem.2014.07.001
Chang I, Im J, Prasidhi AK, Cho G-C (2015) Effects of xanthan gum biopolymer on soil strengthening. Constr Build Mater 74:65–72. https://doi.org/10.1016/j.conbuildmat.2014.10.026
Eisazadeh A, Eisazadeh HJEES (2015) N 2 -BET surface area and FESEM Studies of lime-stabilized montmorillonitic and kaolinitic soils. Environ Earth Sci 74:377–384. https://doi.org/10.1007/s12665-015-4044-0
Feng (1982) Collapsible loess in China. China Railway Publishing House, Beijing
Fu B, Yu L, Lü Y, He C, Yuan Z, BJEC W (2011) Assessing the soil erosion control service of ecosystems change in the Loess Plateau of China. Ecol Complex 8:284–293. https://doi.org/10.1016/j.ecocom.2011.07.003
Galán-Marín C, Rivera-Gómez C, Petric J (2010) Clay-based composite stabilized with natural polymer and fibre. Constr Build Mater 24:1462–1468. https://doi.org/10.1016/j.conbuildmat.2010.01.008
George M, Abraham TE (2006) Polyionic hydrocolloids for the intestinal delivery of protein drugs: alginate and chitosan — a review. J Control Release 114:1–14. https://doi.org/10.1016/j.jconrel.2006.04.017
Guangxin L (2004) Advanced soil mechanics. Tsinghua University press, Beijing
Horpibulsuk S, Niramitkornburee A (2010) Pullout resistance of bearing reinforcement embedded in sand. Soils Found 50:215–226. https://doi.org/10.3208/sandf.50.215
Horpibulsuk S, Katkan W, Apichatvullop A (2008) An approach for assessment of compaction curves of fine grained soils at various energies using a one point test. Soils Found 48:115–125. https://doi.org/10.3208/sandf.48.115
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 26:06014021. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001110
Juang CH, Dijkstra T, Wasowski J, XJEG M (2019) Loess geohazards research in China: advances and challenges for mega engineering projects. Eng Geol 251:1–10
Kampala A, Horpibulsuk S, Prongmanee N, Chinkulkijniwat A (2014) Influence of wet-dry cycles on compressive strength of calcium carbide residue–fly ash stabilized clay. J Mater Civ Eng 26:633–643. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000853
Kantar C, Cetin Z, Demiray H (2008) In situ stabilization of chromium(VI) in polluted soils using organic ligands: the role of galacturonic, glucuronic and alginic acids. J Hazard Mater 159:287–293. https://doi.org/10.1016/j.jhazmat.2008.02.022
Kong R, Zhang F, Wang G, Peng JJM (2018) Stabilization of loess using Nano-SiO2. Materials 11:1014. https://doi.org/10.3390/ma11061014
Latifi N, Eisazadeh A, AJEES M (2014) Strength behavior and microstructural characteristics of tropical laterite soil treated with sodium silicate-based liquid stabilizer. Environ Earth Sci 72:91–98. https://doi.org/10.1007/s12665-013-2939-1
Latifi N, Rashid ASA, Siddiqua S, SJACS H (2015) Micro-structural analysis of strength development in low- and high swelling clays stabilized with magnesium chloride solution — a green soil stabilizer. Appl Clay Sci 118:195–206. https://doi.org/10.1016/j.clay.2015.10.001
Latifi N, Horpibulsuk S, Meehan CL, Majid MZA, ASAJEES R (2016) Xanthan gum biopolymer: an eco-friendly additive for stabilization of tropical organic peat. Environ Earth Sci 75:825. https://doi.org/10.1007/s12665-016-5643-0
Latifi N, Horpibulsuk S, Meehan CL, Majid MZA, Tahir MM, Mohamad ET (2017) Improvement of problematic soils with biopolymer—an environmentally friendly soil stabilizer. J Mater Civ Eng 29:04016204. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001706
Liu D (1985) Loess and environment. Science Press, Beijing
Marto A, Latifi N, Eisazadeh A (2014) Effect of non-traditional additives on engineering and microstructural characteristics of laterite soil. Arab J Sci Eng 39:6949–6958. https://doi.org/10.1007/s13369-014-1286-1
Milburn JP, Parsons, RLJDT (2004) Performance of soil stabilization agents
Mohammadinia A, Arulrajah A, Sanjayan J, Disfani MM, Bo MW, Darmawan S (2015) Laboratory evaluation of the use of cement-treated construction and demolition materials in pavement base and subbase applications. J Mater Civ Eng 27:04014186. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001148
National standards of People's Republic of China (1999) Standard for soil Test Methods (GB/TS0123-99). China Planning Press, Beijing
Nouaouria MS, Guenfoud M, Lafifi B (2008) Engineering properties of loess in Algeria. Eng Geol 99:85–90. https://doi.org/10.1016/j.enggeo.2008.01.013
Ouwerx C, Velings N, Mestdagh MM, MAV A (1998) Physico-chemical properties and rheology of alginate gel beads formed with various divalent cations. Polym Gels Netw 6:393–408. https://doi.org/10.1016/S0966-7822(98)00035-5
Ozaydin K (1989) Soil mechanics. Yıldız Technical University, Turkey
Pei X, Qingwen Y, Qiang X, Xiaochao Z, Yong H (2016) Research on glue reinforcement mechanism and scouring resistant properties of soil slope by modified carboxymethyl cellulose. Chin J Rock Mech Eng 35:2316–2327. https://doi.org/10.13722/j.cnki.jrme.2015.1060
Phetchuay C, Horpibulsuk S, Suksiripattanapong C, Chinkulkijniwat A, Arulrajah A, Disfani MMJC, Materials B (2014) Calcium carbide residue: alkaline activator for clay–fly ash geopolymer. Constr Build Mater 69:285–294. https://doi.org/10.1016/j.conbuildmat.2014.07.018
Pignolet LH, Waldman AS, Schechinger L, Govindarajoo G, Nowick JS, Ted L (1998) The alginate demonstration: polymers, food science, and ion exchange. J Chem Educ 75:1430. https://doi.org/10.1021/ed075p1430
Rashid ASA, Latifi N, Meehan CL, Manahiloh KNJG, Engineering G (2017) Sustainable improvement of tropical residual soil using an environmentally friendly additive. Geotech Geol Eng 35:2613–2623. https://doi.org/10.1007/s10706-017-0265-1
Shalumon KT, Anulekha KH, Nair SV, Nair SV, Chennazhi KP, Jayakumar R (2011) Sodium alginate/poly(vinyl alcohol)/nano ZnO composite nanofibers for antibacterial wound dressings. Int J Biol Macromol 49:247–254. https://doi.org/10.1016/j.ijbiomac.2011.04.005
Sukmak K, Sukmak P, Horpibulsuk S, Han J, Shen SL, Arulrajah AJG, Geomembranes (2015) Effect of fine content on the pullout resistance mechanism of bearing reinforcement embedded in cohesive–frictional soils. Geotext Geomembr 43:107–117. https://doi.org/10.1016/j.geotexmem.2014.11.010
Walker PJ (1995) Strength, durability and shrinkage characteristics of cement stabilised soil blocks. Cem Concr Compos 17:301–310. https://doi.org/10.1016/0958-9465(95)00019-9
Wang B, Men Y (2011) Experimental research on the invalidation modes of anchors in loess under the action of water seepage. In: International Conference on Remote Sensing, Environment and Transportation Engineering, pp 1224–1228
Wang A-P, Li F-H, Yang S-M (2011) Effect of polyacrylamide application on runoff, erosion, and soil nutrient loss under simulated rainfall. Pedosphere 21:628–638. https://doi.org/10.1016/S1002-0160(11)60165-3
Wang J-J, Liang Y, Zhang H-P, Wu Y, XJL L (2014) A loess landslide induced by excavation and rainfall. Landslides 11:141–152. https://doi.org/10.1007/s10346-013-0418-0
Wu H-N, Shen S-L, Ma L, Yin Z-Y, Horpibulsuk S (2015) Evaluation of the strength increase of marine clay under staged embankment loading: a case study. Mar Georesour Geotechnol 33:532–541. https://doi.org/10.1080/1064119X.2014.954180
Zhang H, Ge L, Petry TM, Y-ZJKJOCE S (2014) Effects of chemical stabilizers on an expansive clay. KSCE J Civ Eng 18:1009–1017. https://doi.org/10.1007/s12205-013-1014-5
Zhang H, Chengbin L, Yumeng S (2015) Experimental study of engineering properties of loess reinforced by consolid system Chinese. J Rock Mech Eng 34:3574–3580. https://doi.org/10.13722/j.cnki.jrme.2014.0490
Acknowledgments
The authors’ special thanks go to the anonymous referees and the editor of this paper, whose valuable comments led to substantial improvement of this manuscript. This research was funded by the National Natural Science Foundation of China: 41790444,41922054 and 41572272 and the National Natural Science Foundation of Shanxi province, China (2018KJXX-028).
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Zhao, Y., Zhuang, J., Wang, Y. et al. Improvement of loess characteristics using sodium alginate. Bull Eng Geol Environ 79, 1879–1891 (2020). https://doi.org/10.1007/s10064-019-01675-z
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DOI: https://doi.org/10.1007/s10064-019-01675-z