Abstract
To reveal the durability of light weight soil ground under water environment conditions, the influence laws of soaking time and dry–wet cycle times on mechanical properties of light weight soil are researched by density tests, unconfined compressive strength tests, water absorption tests and mass loss rate tests. Due to chemical compositions in the light weight soil interacting with each other, a kind of network cemented structure containing soft inclusions (expanded polystyrene beads) is formed in the specimens. Enough water has been provided for the mixed soil in the physical–chemical reaction process in the experiments, hydrolysis and hydration of cement, ion exchange, hardening reaction and carbonation action occur continuously. Under long term soaking conditions, the physical properties of light weight soil are extremely stable, the network cemented structure is the physical basis for the hydrophobicity. When soaking time is more than 90 days, the unconfined compressive strength of the specimens will reach a stable value gradually. Similarly, light weight soil does not appear cracking phenomenon, and keep the mechanical properties and material density stable under long term dry–wet cycle. Thus light weight soil has good water stability and durability, it is recommended that light weight soil can be widely used in civil engineering, such as ground improvement, soft subgrade engineering, embankment heightening, slope repair, excavation backfill, pipeline backfilling and so on.
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References
Dong J, Wang P, Chai S, Wang S, Sun Z, Zhang C, Li L (2013) Compression deformation characteristics of polymer SH solidified lightweight soil. J Basic Sci Eng 21(2):267–275
Gu H, Gu X (2005) Stability of light soil mixed with foamed beads under dry-wet-cycle condition. Highway 2005(5):125–128
Gu H, Gu X (2006) Influence of acid rain on engineering properties of light soil. Environ Sci Technol 29(3):17–19
Gu H, Chen S, Gu X (2005) The water absorption properties of light soil mixed with foamed beads. China Civil Eng J 38(11):75–78
Hou T (2012a) Influence law of characteristic water content on basic properties of light weight soil. Rock Soil Mech 33(9):2581–2587
Hou T (2012b) Influence of expanded polystyrene size on deformation characteristics of light weight soil. J Central South Univ 19(11):3320–3328
Hou T (2014) Model for compaction density and engineering properties of light weight soil. Chin J Geotech Eng 36(11):2127–2135
Hou T (2015) Prescription formula of foamed particles in lightweight soil. Geotech Geol Eng 33(1):153–160
Hou T, Xu G (2009) Experiment on triaxial pore water pressure-stress–strain characteristics of foamed particle light weight soil. China J Highw Transp 22(6):10–17
Hou T, Xu G (2010) Experimental study on the shear strength characteristics of foamed particle light weight soil. J China Univ Min Technol 39(4):534–540
Hou T, Xu G (2011) Optimum water content models and tests of light weight soil. Chi J Geotech Eng 33(7):1129–1134
Hou T, Wang W, Luo Y, Dang J, Yang X (2014) Mechanical behavior of light-weight soil under consolidated drained shear condition. Mar Georesour Geotechnol 32(3):264–276
Kikuchi Y, Nagatome T, Mizutani T, Yoshino H (2011) The effect of air foam inclusion on the permeability and absorption properties of light weight soil. Soils Found 51(1):151–165
Liu C, Ning J, Zhu Y, Yin R, Yang X, Pan X, Liu Y, Zou L, Liu X, Chen H, Dong J, Li L, Li Y, Zhang J (2014) The progress of the world’s plastics industry in 2012–2013. China Plast Ind 42(3):1–41
Ministry of Water Resources, People’s Republic of China (2019) GB/T50123-2019 Standard for Soil Test Method. Chinese Plans Press, Beijing
Nagatome T, Hashimoto T, Otani J, Kikuchi Y (2010) Absorption property evaluation of light weight soil with air foam due to different mixing conditions. Zairyo J Soc Mater Sci Jpn 59(1):68–73
Taylor HFW (1997) Cement chemistry. Thomas Telford Ltd., London
Yoonz G, Jeon S, Kim B (2004) Mechanical characteristics of light-weighted soils using dredged materials. Mar Georesour Geotechnol 22(4):215–229
Yoonz G, Kim B, Jeon S (2011) Stress–strain behavior of light-weighted soils. Mar Georesour Geotechnol 29(3):248–266
Zhu W, Min F, Lü Y, Wang S, Sun Z, Zhang C, Li L (2013) Subject of “mud science and application technology” and its research progress. Rock Soil Mech 34(11):3041–3054
Acknowledgements
Project (51509211) supported by National Natural Science Foundation of China; Project (2016M602863) supported by China Postdoctoral Science Foundation; Project (2018031) supported by Excellent Science and Technology Activities Foundation for Returned Overseas Teachers of Shaanxi Province; Project (2015SF260) supported by Social Development Foundation of Shaanxi Province; Project (2017BSHYDZZ50) supported by Postdoctoral Science Foundation of Shaanxi Province; Project (2016GY-01) supported by Yangling District Foundation; Project (Z102021848, Z109021807) supported by the Fundamental Research Funds for the Central Universities; Project (A213021602) supported by International Cooperation Foundation of Northwest A&F University; Project (A213021803) supported by Foreign Cultural and Educational Experts Foundation of Northwest A&F University
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Hou, Ts., Luo, Ys. Water Stability of Light Weight Soil Amended with Expanded Polystyrene Beads. Geotech Geol Eng 38, 2539–2550 (2020). https://doi.org/10.1007/s10706-019-01167-7
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DOI: https://doi.org/10.1007/s10706-019-01167-7