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Dynamic properties and environmental impact of waste red mud-treated loess under adverse conditions

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Abstract

Under the combination of heavy loading and high moisture content, the metastable structure of natural loess can easily lead to uneven settlement and damage the overlying infrastructure. Using traditional binder such as cement has harmful impact on the environment, especially due to resource consumption and carbon emission. This research has identified the feasibility of using red mud waste as a partial replacement of cement for loess subgrade treatment in terms of dynamic properties and environmental impact. The performance of loess treated with a combination of waste red mud (RM) and small amount of cement additive (C) is evaluated by considering the complex engineering geological conditions. The results show that dynamic stress (σd) and moisture content (w) have a more significant influence on the dynamic properties of RMC-treated loess compared with confining pressure (σ3) and loading frequency (f). Higher w shows a remarkable reduction in the dynamic load resistance of treated loess, yet the addition of RMC still can improve the microstructure and water sensitivity of loess. Specifically, the failure dynamic stress (σdf) and the maximum dynamic elastic modulus (Edmax) of the treated loess at higher w are found to be 100% and 400% higher than those of untreated loess respectively. RMC treatment also improved the dynamic cohesive (cd) value from 23.2 to 173.6 kPa compared with untreated loess. In addition, the leaching toxicity and radiation of RMC-treated loess indicate that it does not pose any risk to the groundwater. Finally, revised Monismith model has been developed based on the proposed formula for predicting power index b, which can be capable of describing the long-term deformation stability under cyclic loading.

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References

  • Alam S, Das SK, Rao BH (2019) Strength and durability characteristic of alkali activated GGBS stabilized red mud as geo-material. Constr Build Mater 211:932–942

  • ASTM (2010) “Standard test methods for liquid limit, plastic limit, and plasticity index of soils.” ASTM D4318-10, West Conshohocken, PA

  • ASTM-D5333 (2003) Standard test methods for measurement of collapse potential of soils. ASTM (American Society for Testing and Materials), West Conshohocken, Philadelphia

  • Abu-Farsakh M, Dhakal S, Chen QM (2015) Laboratory characterization of cementitiously treated/stabilized very weak subgrade soil under cyclic loading. Soils Found 55(3):504–516

    Google Scholar 

  • Arulrajah A, Piratheepan J, Aatheesan T, Bo MW (2011) Geotechnical properties of recycled crushed brick in pavement applications. J Mater Civ Eng 23(10):1444–1452

    Google Scholar 

  • Ayan V, Limbachiya MC, Omer JR, Azadani SMN (2014) Compaction assessment of recycled aggregates for use in unbound subbase application. J Civ Eng Manag 20(2):169–174

    Google Scholar 

  • Bharathi N, Sai Laxman B, G.A. (2017) A study on characteristics and stabilisation of fly ash with red mud. Int J Emerg Technol Adv Eng 7:78–80

    Google Scholar 

  • Cabalar AF, Abdulnafaa MD, Karabash Z (2016) Influences of various construction and demolition materials on the behavior of clay. Environ Earth Sci 75(9):841

    Google Scholar 

  • Cabalar AF, Hassan DI, Abdulnafaa MD (2017) Use of waste ceramic tiles for road pavement subgrade. Road Mater Pavement Des 18(4):882–896

    Google Scholar 

  • Cabalar AF, Ismael IA, Yavuz A (2020) “Use of zinc-coated steel CNC milling waste for road pavement subgrade.” Transp Geotech, 23

  • Cabalar AF, Karabash Z, Mustafa WS (2014) Stabilising a clay using tire buffings and lime. Road Mater Pavement Des 15(4):872–891

    Google Scholar 

  • Cabalar AF, Zardikawi OAA, Abdulnafaa MD (2019) Utilisation of construction and demolition materials with clay for road pavement subgrade. Road Mater Pavement Des 20(3):702–714

    Google Scholar 

  • Chen H, Jiang YL, Niu CC, Leng GJ, Tian GL (2019) Dynamic characteristics of saturated loess under different confining pressures: a microscopic analysis. Bull Eng Geol Environ 78(2):931–944

    Google Scholar 

  • Chen RF, Cai GJ, Dong XQ, Mi DY, Puppala AJ, Duan W (2019a) Mechanical properties and micro-mechanism of loess roadbed filling using by-product red mud as a partial alternative. Constr Build Mater 216:188–201

    Google Scholar 

  • Chen RF, Dong XQ, Tian GY (2019b) “Study on dynamic characteristics of over-wet loess treated by red mud under cyclic loading.” In: Zhan L., Chen Y., Bouazza A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 1. ICEG 2018. Environmental Science and Engineering. Springer, Singapore, 410–419

  • Chen RF, Tian GY, Mi DY, Dong XQ (2018) Study of basic engineering properties of loess treated by red mud. Rock Soil Mech 39:89–97

    Google Scholar 

  • Chen S, Du ZW, Zhang Z, Yin DW, Feng F, Ma JB (2020) Effects of red mud additions on gangue-cemented paste backfill properties. Powder Technol 367:833–840

    Google Scholar 

  • China Building Materlals Academy (2010) “Limits of radionuclides in building materials.” GB 6566–2010, Beijing

  • Chinese Research Academy of Environmental Science (2007) “Identification standards for hazardous wastes-Identification for extraction toxicity.” GB 5085.3-2007, Beijing

  • Disfani MM, Arulrajah A, Bo MW, Hankour R (2011) Recycled crushed glass in road work applications. Waste Manag 31(11):2341–2351

    Google Scholar 

  • Duan W, Cai GJ, Liu SY, Yuan J, Puppala AJ (2019) Assessment of ground improvement by vibro-compaction method for liquefiable deposits from in-situ testing data. Int J Civil Eng 17(6B):723–735

    Google Scholar 

  • El-Sherbiny RM, Ramadan SH, El-Khouly MA (2018) Dynamic properties of sand-EPS bead mixtures. Geosynth Int 25(4):456–470

    Google Scholar 

  • Fan XM, Xu Q, Scaringi G, Li S, Peng DL (2017) A chemo-mechanical insight into the failure mechanism of frequently occurred landslides in the Loess Plateau, Gansu Province, China. Eng Geol 228:337–345

    Google Scholar 

  • Gao YY, Qian H, Li XY, Chen J, Jia H (2018) Effects of lime treatment on the hydraulic conductivity and microstructure of loess. Environ Earth Sci 77(14)

  • Geological Survey of China (2017) GB/T 14848–2017, Standard for groundwater quality[S]. Beijing: Standards Press of China

  • Haeri SM, Garakani AA, Roohparvar HR, Desai CS, Ghafouri S, Kouchesfahani KS (2019) Testing and constitutive modeling of lime-stabilized collapsible loess. I: experimental investigations. Int J Geomech 19(4):04019006

    Google Scholar 

  • Huang J, Ding ZD, Yuan TY, Zhao D (2017) Experimental study of dynamic deformation properties of peaty soil under cyclic loading. Rock Soil Mech 38(9):2551–2558

    Google Scholar 

  • Hu CM, Yuan YL, Mei Y, Wang XY, Liu Z (2020) Comprehensive strength deterioration model of compacted loess exposed to drying-wetting cycles. Bull Eng Geol Environ 79(1):383–398

    Google Scholar 

  • Ivanova T, Vadim T, Yudina L, Vecheslav K, Sychugov S, Gmizov Y, Zikin K (2017) “Binding and hardening operations of loess collapsing soils under the school reconstruction in the city of Malgobek, the Republic of Ingushetia.” Mod Build Mater, Struct Tech, A. Juozapaitis, A. Daniunas, and E. K. Zavadskas, eds., 393-400

  • Jafarian Y, Javdanian H, Hadda A (2018) Dynamic properties of calcareous and siliceous sands under isotropic and anisotropic stress conditions. Soils Found 58(1):172–184

    Google Scholar 

  • Jiang MJ, Li T, Hu HJ, Thornton C (2014a) DEM analyses of one-dimensional compression and collapse behavior of unsaturated structural loess. Comput Geotech 60:47–60

    Google Scholar 

  • Jiang MJ, Li T, Thornton C, Hu HJ (2017) “Wetting-induced collapse behavior of unsaturated and structural loess under biaxial tests using distinct element method.” Int J Geomech, 17(1)

  • Jiang MJ, Zhang FG, Hu HJ, Cui YJ, Peng JB (2014b) Structural characterization of natural loess and remolded loess under triaxial tests. Eng Geol 181:249–260

    Google Scholar 

  • Jing YL, Jia ZL, Zhang ZQ, Lv YQ, Wang LX, Tao CL (2020) Study on the method for determination of the maximum depth of loess collapsible under overburden pressure. Bull Eng Geol Environ 79(3):1509–1521

    Google Scholar 

  • Khairul MA, Zanganeh J, Moghtaderi B (2019) The composition, recycling and utilisation of Bayer red mud. Resour Conserv Recycl 141:483–498

  • Li CY, Liu HB, Wei HB (2011) Experimental research on dynamic characteristics of fly ash soil improved by rubber particles. Rock Soil Mech 32(7):2025–2028

    Google Scholar 

  • Li YR, He SD, Deng XH, Xu YX (2018) Characterization of macropore structure of Malan loess in NW China based on 3D pipe models constructed by using computed tomography technology. J Asian Earth Sci 154:271–279

    Google Scholar 

  • Li Y, Xie Y, Liu B (2009) Experimental research on dynamic characteristics of roadbed compaction loess. J Rock Mech Eng 28(5):1037–1046

    Google Scholar 

  • Lian BQ, Peng JB, Zhan HB, Cui XS (2020) Effect of randomly distributed fiber on triaxial shear behavior of loess. Bull Eng Geol Environ 79(3):1555–1563

    Google Scholar 

  • Liang CY, Cao CS, Wu SR (2018) Hydraulic-mechanical properties of loess and its behavior when subjected to infiltration-induced wetting. Bull Eng Geol Environ 77(1):385–397

    Google Scholar 

  • Liu W, Chen X, Li W (2014) Environmental assessment, management and utilization of red mud in China. J Clean Prod 84:606–610

    Google Scholar 

  • Liu YM, Wang JD, Gu TF (2015) Dynamic characteristics of compacted loess under cyclic loads. Hydrogeol Eng Geol 42(003):108–112

    Google Scholar 

  • Liu Z, Cai CS, Liu FY, Fan FH (2016) “Feasibility study of loess stabilization with fly ash-based geopolymer.” J Mater Civ Eng, 28(5)

  • Lu Z, Fang R, Yao HL, Hu Z, Liu J (2018) “Evaluation and analysis of the traffic load-induced settlement of roads on soft subsoils with low embankments.” Int J Geomech. https://doi.org/10.1061/(ASCE)GM.1943-5622.0001123

  • Lv QF, Chang CR, Zhao BH, Ma B (2018) Loess soil stabilization by means of SiO2 nanoparticles. Soil Mech Found Eng 54(6):409–413

    Google Scholar 

  • Ma HW, Ma Q (2019) “Experimental studies on the mechanical properties of loess stabilized with sodium carboxymethyl cellulose.” Adv Mater Sci Eng

  • Ministry of Water Resources of the People’s Republic of China (1999) GB/T 50123–1999. Standard for soil test method [S]. China Planning Press Beijing

  • Monismith CL, Ogawa N, Freeme CR (1975) Permanent deformation characteristics of subgrade soils due to reptated loading. Transp Res Rec 537:1–17

  • Kong R, Zhang FY, Wang GH, Peng JB (2018) “The composition, recycling and utilization of Bayer red mud.” Resour Conserv Recycl, 11

  • Ma LN, Yan SH, Zhang RL (2015) High-speed railway’s roadbed consolidation with fracture grouting in collapsible loess area: mechanism and application. Mater Res Innov 19:111–115

    Google Scholar 

  • Ma QY, Gao CH (2018) Effect of basalt fiber on the dynamic mechanical properties of cement-soil in SHPB test. J Mater Civ Eng 30(8)

  • Madhusudhan BR, Boominathan A, Banerjee S (2017) “Static and large-strain dynamic properties of sand-rubber tire shred mixtures.” J Mater Civ Eng, 29(10)

  • Ministry of Water Resources of the People’s Republic of China (1999b) “Standard for soil test method.” GB/T 50123–1999, Beijing

  • Mukiza E, Zhang LL, Liu XM, Zhang N (2019) Utilization of red mud in road base and subgrade materials: a review. Resour Conserv Recycl 2019(141):187–199

    Google Scholar 

  • Newson T, Dyer T, Adam C, Sharp S (2006) Effect of structure on the geotechnical properties of bauxite residue. J Geotech Geo-environ 132(2):143–151

    Google Scholar 

  • Phoak S, Luo YS, Li SN, Yin Q (2019) “Influence of submergence on stabilization of loess in Shaanxi Province by adding fly ash.” Appl Sci-Basel, 9(1)

  • Razavi AR, Ahmadi H (2017) Study on the compaction effect factors of lime-treated loess highway embankments. Civil Eng J-Tehran 3(11):1133–1145

    Google Scholar 

  • Rao CHVH, Ganapati Naidu P, Satyanayarana PVV (2012) Application of GGBS stabilized red mud in road construction. IOSR J Eng 2:14–20

    Google Scholar 

  • Reddy PS, Reddy NG, Serjun VZ, Mohanty B, Das SK, Reddy KR, Rao BH (2020) “Properties and assessment of applications of red mud (bauxite residue): current status and research needs.” Waste Biomass Valoriz

  • Romano RCO, Bernardo HM, Maciel MH, Pileggi RG, Cincotto MA (2018) Hydration of Portland cement with red mud as mineral addition. J Therm Anal Calorim 131(3):2477–2490

    Google Scholar 

  • Sabat AK, Mohanta S (2015) Strength and durability characteristics of stabilized red mud cushioned expansive soil. Int J Appl Eng Res Dev 10:25867–25878

    Google Scholar 

  • Shao XX, Zhang HY, Tan Y (2018) Collapse behavior and microstructural alteration of remolded loess under graded wetting tests. Eng Geol 233:11–22

    Google Scholar 

  • Shi F, Liu JK, Fang JH (2013) Dynamic stress measurement of Highway Subgrade in seasonally frozen soil. China J Highw Transp 26(5):15–20

    Google Scholar 

  • Shi JS, Wu LZ, Wu SR, Li B, Wang T, Xin P (2016) Analysis of the causes of large-scale loess landslides in Baoji, China. Geomorphology 264:109–117

    Google Scholar 

  • Shivaprakash BG, Dinesh SV (2017) Dynamic properties of sand-fines mixtures. Geotech Geol Eng 35(5):2327–2337

    Google Scholar 

  • Singh K, Pandey RK, Mishra CS, A.K.R. (2014) Analysis on utilization of cement kiln dust stabilized red mud for road construction. Int J Civ Eng Technol 5:56–61

    Google Scholar 

  • Sridevi G, Sanjeet S, Subhrajeet S (2016) “Stabilization of expansive soil with red mud and lime”. Indian Geotech. Conf

  • Suiker ASJ, Selig ET, Frenkel R (2005) Static and cyclic triaxial testing of ballast and subballast. J Geotech Geoenviron Eng 131(6):771–782

  • Sun XH, Han J, Crippen L, Corey R (2017) “Back-calculation of resilient modulus and prediction of permanent deformation for fine-grained subgrade under cyclic loading.” J Mater Civ Eng, 29(5)

  • Sutar H, Murmu R, Roy D, Mishra SC, Mishra A (2016) Effect of red mud (RM) reinforcement on physio-chemical characteristics of ordinary Portland slag cement (OPSC) mortar. Adv Mater Phys Chem 6(8):231–238

    Google Scholar 

  • Tabarsa A, Latifi N, Meehan CL, Manahiloh KN (2018) Laboratory investigation and field evaluation of loess improvement using nano clay-a sustainable material for construction. Constr Build Mater 158:454–463

    Google Scholar 

  • USEPA (2018) Drinking water standards and health advisories EPA822-F-18. USEPA, Washington, DC

    Google Scholar 

  • Vieira CS, Pereira PM (2015) Use of recycled construction and demolition materials in geotechnical applications: a review. Resour Conserv Recycl 103:192–204

    Google Scholar 

  • Wan JH, Sun HH, Wang YY, Li C (2009) “Effect of red mud on mechanical properties of loess -containing aluminosilicate based cementitious materials.” Mater Res Pts 1 and 2, Z. W. Gu, Y. F. Han, F. H. Pan, X. T. Wang, D. Weng, and S. X. Zhou, eds., 155-160

  • Wang JD, Li P, Ma Y, Vanapalli SK (2019a) Evolution of pore-size distribution of intact loess and remolded loess due to consolidation. J Soils Sediments 19(3):1226–1238

    Google Scholar 

  • Wang NQ, Liu XL, Bo H, Liu BT (2013) Test of dynamic strength characteristics of Lishi loess. Sensors, Measurement and Intelligent Materials, Pts 1-4. Y. H. Kim and P. Yarlagadda. 303-306: 2902–2907

  • Wang S, Zhong ZL, Liu XR, Tu YL (2019b) Influences of principal stress rotation on the deformation of saturated loess under traffic loading. KSCE J Civ Eng 23(5):2036–2048

    Google Scholar 

  • Wang ZY, Zhang N, Jin Y, Li Q, Chen XH (2017) Experimental study on dynamic properties of sand-rubber mixtures in a small range of shearing strain amplitudes. J Vibroengin 19(6):4378–4393

    Google Scholar 

  • Wu LZ, Zhou Y, Sun P, Shi JS, Liu GG, Bai LY (2017) Laboratory characterization of rainfall-induced loess slope failure. Catena 150:1–8

    Google Scholar 

  • Wu ZH, Xie DY, Yu X (1994) Study on dynamic deformation and strength characteristics of Luochuan loess. J Hydraul Eng 12:67–71

    Google Scholar 

  • Xie DY (1999) The past, present and future of the research on mechanical characteristics and application of loess. Undergr Space 19(4):273–284

    Google Scholar 

  • Xing YC, Gao DH, Jin SL, Zhang AJ, Guo MX (2019) Study on mechanical behaviors of unsaturated loess in terms of moistening level. KSCE J Civ Eng 23(3):1055–1063

    Google Scholar 

  • Xue SG, Zhu F, Kong XF, Wu C, Huang L, Huang N, Hartley W (2016) A review of the characterization and revegetation of bauxite residues (red mud). Environ Sci Pollut Res 23(2):1120–1132

    Google Scholar 

  • Yang BH, Weng XZ, Liu JZ, Kou YN, Jiang L, Li HL (2017) Strength characteristics of treated polypropylene fiber and cement-reinforced loess. J Cent South Univ 24(3):560–568

    Google Scholar 

  • Yıldırım H, Ersan H (2007) Settlements under consecutive series of cyclic loading. Soil Dyn Earthq Eng 27(6):577–585

    Google Scholar 

  • Zhang FY, Wang GH (2018) Effect of irrigation-induced densification on the post-failure behavior of loess flow slides occurring on the Heifangtai area, Gansu, China. Eng Geol 236:111–118

    Google Scholar 

  • Zhang Y, Hu ZQ, Chen H, Xue T (2018a) Experimental investigation of the behavior of collapsible loess treated with the acid-addition pre-soaking method. KSCE J Civ Eng 22(11):4373–4384

    Google Scholar 

  • Zhang Y, Hu ZQ, Li L, Xue ZJ (2018b) Improving the structure and mechanical properties of loess by acid solutions-an experimental study. Eng Geol 244:132–145

    Google Scholar 

  • Zhi B, Yang L, Liu EL (2014) “Study on the mechanical properties of lime-cement-treated loess soils.” Prog Ind Civil Eng Iii, Pt 1, J. Liang, X. Wu, W. Yang, and W. Chen, eds., 1408−+

  • Zhong ZL, Liu XR (2012) Mechanical characteristics of intact Middle Pleistocene Epoch loess in northwestern China. J Cent S Univ Technol 19(4):1163–1168

    Google Scholar 

  • Zhuang JQ, Peng JB, Wang GH, Javed I, Wang Y, Li W (2018) Distribution and characteristics of landslide in Loess Plateau: a case study in Shaanxi province. Eng Geol 236:89–89

    Google Scholar 

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Funding

Majority of the work presented in this paper was funded by the National Natural Science Foundation of China (Grant No. 41672294 and No. 41877231), Scientific Research Foundation of Graduate School of Southeast University (YBPY2042), Postgraduate Research&Practice Innovation Program of Jiangsu Province(KYCX20_0119), and Project of Jiangsu Province Transportation Engineering Construction Bureau(CX-2019GC02).

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Chen, R., Cai, G., Congress, S. et al. Dynamic properties and environmental impact of waste red mud-treated loess under adverse conditions. Bull Eng Geol Environ 80, 93–113 (2021). https://doi.org/10.1007/s10064-020-01937-1

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