Abstract
In order to better understand the performance of silty clay under different conditions, an assessment of the water retention characteristics under different temperatures is required. Laboratory tests were carried out to measure the soil-water characteristic curves (SWCCs) of the silty clay at different temperatures by the filter paper method. The soil-water characteristic curves (SWCCs) in this study were shown in terms of moisture content, void ratio and degree of water saturation (Sr). Temperature has great influence on the SWCCs of the silty clay. Water retention capacity decreases with the increase of temperature, particularly at low suction range (0–500 kPa for matric suction). For a fixed suction value (e.g. 100 kPa), when the temperature increases from 20 to 60 °C, the water retention capacity of the soil decreases from 22.5% to 13.0%. It is also found that temperature has greater influence on matric suction for the case with Sr ≥ 0.2 than that for the case with Sr < 0.2. The curve indicated that the correlation between silty clay void ratio and suction is approximately linear. It is noted that the values of soil matric suction with temperature of 40 °C appeared to be larger than the case with 20 °C and 60 °C for a given void ratio.
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Benson CH, Barlaz MA, Lane DT, Rawe JM (2007) Practice review of five bioreactor/recirculation landfills. Waste Manag 27(1):13–29
Cai GQ, Zhao CG, Liu Y (2010) Temperature effects on soil-water characteristic curve of unsaturated soils. Rock Soil Mech 31(4):1055–1060
EPA (1991) Design and construction of RCRA/CERCLA final covers. Environmental Protection Agency. Seminar Publication, EPA/625/4-91/025
Gallage CPK, Uchimura T (2010) Effects of dry density and grain size distribution on soil-water characteristic curves of sandy soils. Soils Found 50(1):161–172
Ghazizade MJ, Safari E (2016) Analysis of desiccation crack depth in three compacted clay liners exposed to annual cycle of atmospheric conditions with and without a geotextile cover. J Geotech Geoenviron Eng 143(3):1–6
Suits LD, Sheahan TC, Leong EC, He L, Rahardjo H (2002) Factors affecting the filter paper method for total and matric suction measurements. Geotech Test J 25(3):322–333
Li JH, Lu Z, Guo LB, Zhang LM (2017) Experimental study on soil-water characteristic curve for silty clay with desiccation cracks. Eng Geol 218:70–76
Ministry of Construction of China (MCC) (2007) Technical code for municipal solid waste sanitary landfill closure (CJJ 112-2007). China Architecture & Building Press, Beijing (in Chinese)
Ministry of Construction of China (MCC) (2004) Technical code for municipal solid waste sanitary landfill (CJJ 17-2004). China Architecture & Building Press, Beijing (in Chinese)
Ng CW, Liu J, Chen R, Xu J (2015) Physical and numerical modeling of an inclined three-layer (silt/gravelly sand/clay) capillary barrier cover system under extreme rainfall. Waste Manag 38:210–221
Pedroso DM, Williams DJ (2010) A novel approach for modelling soil–water characteristic curves with hysteresis. Comput Geotech 37(3):374–380
Phoon KK, Santoso A, Quek ST (2010) Probabilistic analysis of soil-water characteristic curves. J Geotech Geoenviron Eng 136(3):445–455
Roshani P, Sedano JÁI (2016) Incorporating temperature effects in soil-water characteristic curves. Indian Geotech J 46(3):309–318
Suter GW, Luxmoore RJ, Smith ED (1993) Compacted soil barriers at abandoned landfill sites are likely to fail in the long term. J Environ Qual 22(2):217–226
Thyagaraj T, Rao SM (2010) Influence of osmotic suction on the soil-water characteristic curves of compacted expansive clay. J Geotech Geoenviron Eng 136(12):1695–1702
Tripathy S, Tadza MYM, Thomas HR (2014) Soil-water characteristic curves of clays. Can Geotech J 51(8):869–883
Zhou AN, Sheng D, Carter JP (2012) Modelling the effect of initial density on soil-water characteristic curves. Géotechnique 62(8):669
Zhu Z, Sun DA, Zhou A, Qiu Z (2016) Calibration of two filter papers at different temperatures and its application to GMZ bentonite. Environ Earth Sci 75(6):1–11
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This work was financially supported by the National Natural Science Foundation of China under Grant No. 51578356 and No. 51478427.
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Qiu, Zh., Zhu, Zc., Wang, Q., Xie, Hj., Zhao, C. (2019). Study on Soil-Water Characteristic Curves of Unsaturated Silty Clay of an Old Landfill Cover. In: Zhan, L., Chen, Y., Bouazza, A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 2. ICEG 2018. Environmental Science and Engineering(). Springer, Singapore. https://doi.org/10.1007/978-981-13-2224-2_47
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DOI: https://doi.org/10.1007/978-981-13-2224-2_47
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