Study on the Test Error of Silt Dynamic Characteristic and Its Influence on the Peak Ground Acceleration
Abstract
Doi: 10.28991/HIJ-2023-04-01-05
Full Text: PDF
Keywords
References
Wang, W., Wang, P., & Zhang, Z. (2022). Study on gravel soil strength degradation and its influence on the slope stability in reservoir bank fluctuating zone. Engineering Failure Analysis, 134, 105980. doi:10.1016/j.engfailanal.2021.105980.
Wankui, N., & Qilong, H. A. N. (2001). Statistical analysis of physical and mechanical indexes of the typical loess. Journal of Engineering Geology, 9(1), 62-67.
Husein Bayqra, S., Mardani-Aghabaglou, A., & Ramyar, K. (2022). Physical and mechanical properties of high volume fly ash roller compacted concrete pavement (A laboratory and case study). Construction and Building Materials, 314(03). doi:10.1016/j.conbuildmat.2021.125664.
Guo, L.P., Mu, K., Yang, A.W. (2019). Correlation analysis on physico-mechanical properties of clayey soil in Binhai new area in Tianjin. Chinese Journal of Underground Space and Engineering, 15(02): 452-457.
Chen, G. X., Liu, X. Z., & Wang, B. H. (2007). Effect of variability of soil dynamic parameters on ground motion parameters for deep soft sites. Journal of Disaster Prevention and Mitigation Engineering, 27(1), 1–10.
Hu, Q. X., Liu, X. Z., Cong, W. M., & Chen, G. X. (2003). Experimental study on dynamic property of typical soils for Huaian City. Journal of Earthquake Engineering and Engineering Vibration, 23(6), 144–148.
Miao, Y., He, H., Liu, H., & Wang, S. (2022). Reproducing ground response using in‐situ soil dynamic parameters. Earthquake Engineering & Structural Dynamics, 51(10), 2449-2465. doi:10.1002/eqe.3671.
Liang, K., Chen, G. X., Hang, T. Z., Liu, K., & He, Y. (2020). A new prediction model of small-strain shear modulus of sandy soils. Yantu Lixue/Rock and Soil Mechanics, 41(6), 1963–1970. doi:10.16285/j.rsm.2019.1002.
Liu, X., & Yang, J. (2018). Influence of size disparity on small-strain shear modulus of sand-fines mixtures. Soil Dynamics and Earthquake Engineering, 115, 217–224. doi:10.1016/j.soildyn.2018.08.011.
Sun, R., Chen, H. J., & Yuan, X. M. (2010). Uncertainty of non-linear dynamic shear modular ratio and damping ratio of soils. Chinese Journal of Geotechnical Engineering, 32(8), 1228-1235.
An, L., Deng, J., Zheng, Z.H., Wang, P. (2019). ‘Resonance column tests on the dynamic characteristics of remolded loess in Guyuan’. China Earthquake Engineering Journal, 41(04):949-956.
Dong, C., Zheng, Z.H., Zhao, J.X. (2022). Experimental study on resonance column of Songyuan liquefied sand. Science Technology and Engineering, 22(03), 1131-1136.
Wang, J., Tan, H.M., Gao, Z.B. (2022). Statistical analysis of dynamic shear modulus ratio and damping ratio of typical soils in Nantong. China Harbour Engineering, 42(09),1-6.
Zhu, L. G., & Du, J. (1990). Comparison of Different Types of Resonant Column Device. Dam Observation and Geotechnial testing, 14(1), 26-32.
Sun, J., & Yuan, X. M. (2003). A state-of-art of research on dynamic modulus and damping ratio of soils. World Earthquake Engineering, 19(1), 88-95.
Chen, H. J. (2009). Variability of soil nonlinear dynamic feature and probability analysis of its effect on ground motion. PhD Thesis, Institute of Engineering Mechanics, China Earthquake Administration, Harbin, China.
Li, J., Chen, S. X., & Jiang, L. F. (2013). Resonant column test on dynamic shear modulus and damping ratio of the remolded red clay and its law analysis. Modeling and Computation in Engineering II, 129-140.
Guo, T.T., Liu, J.M., Yang, H.Z. (2023). Effect of dynamic shear modulus ratio of soil on ground motion parameters of deep soft ground in offshore areas of Laizhou Bay. Progress in Geophysics, 1-10.
Wei, L., Lu, Y. X., Zhou, Z. H., Wang, Q., Yang, B., Tang, H. M., & Li, T. L. (2019). Dynamic characteristics of unsaturated loess and their influences on ground vibration parameters of sites. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 41(s2), 145–148. doi:10.11779/CJGE2019S2037.
Qiao, F., Bo, J. S., & Chang, Z. Y. (2021). Analysis of engineering characteristics and seismic response characteristics of laterite in Liuzhou area. Science Technology and Engineering, 21(35), 15167–15176.
Sun, J., Xiong, H.Q., Gong, M.S., et al. (2018). Study on the influence of nonlinear characteristics of dynamic shear modulus of soil on surface ground motion. Earthquake Engineering and Engineering Dynamics, 38(2), 28-34.
Sun, J., & Yuan, X. (2006). Reliability analysis for routine tests of multi-purpose resonant column device. Dizhen Gongcheng yu Gongcheng Zhendong(Earthquake Engineering and Engineering Vibration), 26(5), 258-263.
Dong, D.J. (2020). SAS Statistical Analsis. Liaoning Science and Technology Pabulishny House, Shenyang, China.
Yuan, X. M., Sun, R., & Chen, H. J. (2006). Calculation for upper and lower limits of dynamic shear modulus ratio and damping ratio under different probabilities. Chinese Journal of Rock Mechanics and Engineering, 29(s2), 3930-3940.
Wang, S. H. B., & Ding, H. P. (2001). Effect of Soil Dynamic Parameters on Seismic Reponses of Soil Layer. Earthquake Engineering and Engineering Vibration, 21(1), 105-108.
DOI: 10.28991/HIJ-2023-04-01-05
Refbacks
- There are currently no refbacks.
Copyright (c) 2023 Bo Li, Xiaofei Li