A hollow cylinder apparatus was used to simulate the stress paths induced in traffic-affected ground. A series of undrained shear tests was carried out. The inflection points on generalized shear strain curves were used to establish a damage criterion, which distinguished different damage characteristics under different stress levels. Tests were carried out to elucidate the effect of different initial deviator stress on soil shear stiffness. The variation of shear modulus with vibration times under different dynamic stress ratios was analyzed. Stiffness degradation and plastic cumulative deformations of soil were analyzed for the case where the initial deviator stress was equal to zero. The prediction models models can be used to investigate stiffness degradation patterns and axial plastic cumulative deformation patterns.
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References
K. Ishihara, "Soil response in cyclic loading induced by earthquakes, traffic and waves," Soil Mech. Found. Eng., 32, 42-66 (1983).
K. Ishihara and K. Towhata, "Sand response to cyclic rotation of principal stress directions as induced by wave loads," Soils Found., 23(4), 11-26 (1983).
K. Ishihara, Soil Behavior in Earthquake Geotechnics, Clarendon Press, Oxford (1996).
T. Ishikawa, E. Sekine, and S. Miura, "Cyclic deformation of granular material subjected to moving wheel loads," Can. Geotech. J., 48(5), 691-703 (2011).
Y. M. Chen, C. J. Wang, and Y. P. Chen, "Charateristics of stresses and settlement of ground induced by train," Environmental Vibration Prediction, Monitoring and Evaluation, Balkema, 33-42 (2005).
I. M. Idriss, R. Dobry, and R. D. Singh, "Nonlinear behavior of soft clays during cyclic loading," Geotech. Eng., 104(12), 1427-1447 (1978).
K. Yasuhara, A. F. L. Hyde, N. Toyata, and S. Murakami, "Cyclic stiffness of plastic silt with an initial drained shear stress," Proc. Geotechn. Symp. in Print (SIP) on Pre-failure Deformation Behavior of Geomaterials, London, 371-382 (1998).
X. Sheng, C. J. C. Jones, and D. J. Thompson, "A theoretical model for ground vibration from trains generated by vertical track irregularities," Sound Vib., 272(3-5), 937-965 (2004).
R. Zhang, T. U. Yang-Ju, W. P. Fei, and Z. H. Zhao, "Effect of vibration frequency on dynamic properties of saturated cohesive soil," Rock Soil Mech., 27(5), 699-704 (2006).
A. B. Huang and Y. T. Huang, "Undisturbed sampling and laboratory shearing tests on a sand with various fines contents," Soils Found., 47(4), 771-781 (2007).
L. L. Li, H. B. Dan, and L. Z. Wang, "Undrained behavior of natural marine clay under cyclic loading," Ocean Eng., 38(16), 1792-1805 (2011).
J. Wang, L. Guo, Y. Cai, C. Xu, and C. Gu, "Strain and pore pressure development on soft marine clay in triaxial tests with a large number of cycles," Ocean Eng., 74(74), 125-132 (2013).
H. Lei, B. Li, H. Lu, and Q. Ren, "Dynamic deformation behavior and cyclic degradation of ultrasoft soil under cyclic loading," J. Mater. in Civ. Eng., 28(11), 04016135 (2016).
L. Guo, J. Wang, Y. Cai, H. Liu, Y. Gao, and H. Sun, "Undrained deformation behavior of saturated soft clay under long-term cyclic loading," Soil Dyn. Earthq. Eng., 50(7), 28-37 (2013).
Y. Shen, B. Wang, M. Tao, X. Wang, and W. Du, "Improvement of preparing technique for hollow cylinder specimen of remolded clay and its application," Rock Soil Mech., 36(s1), 697-701 (2015).
C. Wang and Y. Chen, "Study on effect of traffic loading induced static deviator stress on undrained cyclic properties of saturated soft clay," Chin. J. Geotech Eng., 29(11), 1742-1747 (2007).
C. Wang and Y. Chen, "Stress state variation and principal stress axes rotation of ground induced by moving loads," Chin J. Rock Mech Eng., 26(8), 1698-1704 (2007).
C. Wang and Y. Chen, "Analysis of stresses in train-induced ground," Chin. J. Rock Mech Eng., 24(7), 1178-1186 (2005).
J. Zhou and X. Gong, "Study on strain soften in saturated soft clay under cyclic loading," Chin J. Civ. Eng., 33(5), 62-68 (2000).
J. Wang, "Study on dynamic behavior of saturated soft clay under unidirectional and bidirectional cyclic loading," D.Sc. thesis, Zhejiang University, Hangzhou (2007).
X. Wei, T. Zhang, Z. Ding, J. Jiang, and S. Zhang, "Experimental study on stiffness change of saturated soft clay with different," Chin. J. Geotech. Eng., 35(s2), 675-679 (2013).
Y. Shen, "Experimental study on effect of variation of principal stress orientation on undisturbed soft clay," D.Sc. thesis, Zhejiang University, Hangzhou (2007).
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Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 4, p. 20, July-August, 2018.
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Yang, S., Wenhan, D., Hanlong, L. et al. Amplitude Ratio Effect on Dynamic Characteristics of Remolded Soft Clay Under Train Loads. Soil Mech Found Eng 55, 249–257 (2018). https://doi.org/10.1007/s11204-018-9532-2
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DOI: https://doi.org/10.1007/s11204-018-9532-2