Abstract:To study the difference of site dynamic parameters and seismic response between unfrozen and frozen seasons,the characteristics of microtremors in frozen and unfrozen seasons were analyzed by 3-component observation in Harbin sites. The effect of frozen soil on site predominant frequency,site amplification factor,equivalent shear wave velocity and site classification were studied by microtremors H/V method. A method for estimating the thickness of the frozen soil was proposed. The results show that the frequency of the horizontal component of microtremors increases because of the frozen soil but the increase of the vertical component is not obvious,and that the increases of the predominant frequency are different among sites even if in the same area. The increase of the site predominant frequency is correlated with both the thickness of the frozen soil and the stiffness of site surface soil. The amplification factor of the site decreases due to the frozen soil,and the decease of the amplification factor is correlated to the stiffness of site surface soil rather than the thickness of the frozen soil. The thickness of the frozen soil can be estimated according to the shear wave velocity of the site and the predominant frequency of the H/V spectra ratio. Due to the frozen soil,the equivalent shear wave velocities,vs20 and vs30,increase by 13% and 11% on average in six sites respectively. The increase of vs20 does not affect the site classification of class II,but can change the site of class III into class II with vs20 of nearly 250 m/s. The increase of vs30 during the frozen season does not affect the site classification of class D.
师黎静1,陈盛扬1,黎 明2. 哈尔滨季节性冻土场地特征参数研究[J]. 岩石力学与工程学报, 2019, 38(5): 1053-1063.
SHI Lijing1,CHEN Shengyang1,LI Ming2. Research on the characteristic parameters of Harbin seasonal frozen soils. , 2019, 38(5): 1053-1063.
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