Abstract
In order to study accumulated deformation characteristic of Yellow River silt under long-term cyclic loading, a series of dynamic triaxial test was conducted. The effects of confining pressure, relative density, loading frequency and cyclic stress ratio on accumulated deformation behavior were studied. The results show that the accumulated strain increases as the confining pressure and cyclic stress ratio increase. The increment of relative density and loading frequency will restrain the increase of accumulated strain. Based on test results, accumulative strain prediction model that can reflect the effects of confining pressure, relative density, loading frequency and cyclic stress ratio was proposed. By comparing the measured curve and the predicted curve of accumulated strain, it can be concluded that the prediction model developed in this study is applicable for the Yellow River silt. These findings offers some insight into the deformation estimation and prediction of subgrade with Yellow River silt.
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References
Mosely P (1985) Upstream—downstream interactions as natural constraints to basin-wide planning for China’s River Huang. In: Strategies for river basin management. Springer, Dordrecht, pp 131–140
Shen XZ, Li HB, Lan Y (2013) Composition and mechanical characteristic of riverbed soil in lower Yellow River. Appl Clay Sci 79:13–18
Liu X, Zhang M, Zhang H, Jia Y, Zhu C, Shan H (2017) Physical and mechanical properties of loess discharged from the Yellow River into the Bohai Sea, China. Eng Geol 227:4–11
Zhang H, Liu X, Jia Y, Du Q, Sun Y, Yin P, Shan H (2020) Rapid consolidation characteristics of Yellow River-derived sediment: geotechnical characterization and its implications for the deltaic geomorphic evolution. Eng Geol 270:105578
Tian S, Li Z, Wang Z, Jiang E, Wang W, Sun M (2021) Mineral composition and particle size distribution of river sediment and loess in the middle and lower Yellow River. Int J Sedim Res 36(3):392–400
Wang H, Liu HJ (2016) Evaluation of storm wave-induced silty seabed instability and geo-hazards: a case study in the Yellow River delta. Appl Ocean Res 58:135–145
Zhao R, Hua L, Liu H, Yu Y, Song Q, Wu S, Yin Y (2021) Feasibility study on Yellow River sediment used in subgrade filling of expressway. Yellow River 43(02):122–126
Wang Y, Cao T, Shao J, Song Y, Wan Y (2022) Experimental study on static characteristics of the Yellow River silt under (triaxial) consolidated undrained conditions. Marine Georesour Geotechnol 1–10
Wichtmann T, Niemunis A, Triantafyllidis T (2005) Strain accumulation in sand due to cyclic loading: drained triaxial tests. Soil Dyn Earthquake Eng 25(12):967–979
Wichtmann T, Niemunis A, Triantafyllidis T (2007) On the influence of the polarization and the shape of the strain loop on strain accumulation in sand under high-cyclic loading. Soil Dyn Earthquake Eng 27(1):14–28
Lin B, Zhang F, Feng D, Tang K, Feng X (2017) Accumulative plastic strain of thawed saturated clay under long-term cyclic loading. Eng Geol 231:230–237
Nie R, Li Y, Leng W, Mei H, Dong J, Chen X (2020) Deformation characteristics of fine-grained soil under cyclic loading with intermittence. Acta Geotechnica 15(11):3041–3054
Xia P, Zeng C, Shao L, Zhang X (2021) Axial strain accumulation projection model for sand in cyclic loading. Soil Dyn Earthquake Eng 147:106819
Wang J, Ling X, Li Q, Zhang F, Li Y (2018) Accumulated permanent strain and critical dynamic stress of frozen silty clay under cyclic loading. Cold Regions Sci Technol 153:130–143
Pérez I, Medina L, Romana MG (2006) Permanent deformation models for a granular material used in road pavements. Constr Build Mater 20(9):790–800
Xiao J, Zhang D, Wei K, Luo Z (2017) Shakedown behaviors of railway ballast under cyclic loading. Constr Build Mater 155:1206–1214
Monismith CL, Ogawa N, Freeme CR (1975) Permanent deformation characteristics of subgrade soils due to repeated loading. Transp Res Rec (537)
Acknowledgements
The work present in this paper was supported by the JST (Japan Science and Technology Agency) under the “SPRING—Support for Pioneering Research Initiated by the Next Generation” program, (Grant No. JPMJSP2136).
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Chen, Y., Hazarika, H., Wang, Y. (2024). Experimental Study on Accumulated Deformation Characteristic of Yellow River Silt Under Long-Term Dynamic Loading. In: Hazarika, H., Haigh, S.K., Chaudhary, B., Murai, M., Manandhar, S. (eds) Sustainable Construction Resources in Geotechnical Engineering. IC-CREST 2023. Lecture Notes in Civil Engineering, vol 448. Springer, Singapore. https://doi.org/10.1007/978-981-99-9227-0_12
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