昆明盆地土体动力参数对土层地震反应影响研究
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Effect of Soil Dynamic Parameters on SeismicResponse of Soil Layers in Kunming Basin
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    土动力参数是土层地震反应分析的重要参数之一,且具有较强的区域性特点。本文统计分析昆明盆地区域内101个场地的94组粉土和167组黏土的动三轴试验数据,并通过土层地震反应分析计算,与袁晓铭的推荐值和《工程场地地震安全性评价工作规范》(DB001-94)中给出的规范值做对比。结果表明:三种不同的土动力参数存在较大差异,对土层地震反应分析结果亦有较大的影响,随着超越概率的降低,对峰值加速度、反应谱和特征周期的影响更加明显;统计的土动力参数与实际值对应的土层地震反应分析结果较接近,因此统计的粉土和黏土土动力参数在昆明盆地具有一定的代表性和适用性,在Ⅱ、Ⅲ级工程场地地震安全性评价工作中具有一定的借鉴和参考作用。

    Abstract:

    Dynamic soil parameters are important for analyzing the seismic response of the soil layer,and have strong regional characteristics. The Kunming basin is a faulted basin that developed after the Late Cenozoic Era. The Pliocene to Quaternary sedimentary thickness reaches up to one thousand meters. The stratum formation is mainly composed of deposition, grade alluvial, and alluvial faces with the shape distribution of a thin layer or lens. The typical soil layer in Kunming basin consists of silt and clay soils. For a deeper understanding of the dynamic soil characteristics in Kunming basin and to conduct a seismic safety evaluation of construction sites, it is important to investigate the statistical values of the dynamic parameters such as the shear modulus ratio and the damping ratio of silt and clay soils at different depths in the Kunming region. In addition, studies are needed to compare the effects of the dynamic parameters' statistical values, norm values, and the recommended values on the soil seismic response by developing soil layer models and analyzing soil seismic responses. In this paper, we analyze the triaxial test dynamic parameters of silt and clay from 94 and 167 sample groups, respectively, collected from 101 sites in the Kunming basin region. Based on our soil seismic response calculations, we compare our results with the values recommended from Yuan Xiaoming and with those found in the code for the seismic safety evaluation of engineering sites (DB001-94). The results show that our statistical values of the dynamic parameters differ greatly from the other two sets of recommended values.The effects of different dynamic parameters on the soil seismic response are obvious and those with a lower probability of exceedance include the influences on peak acceleration, response spectra, and characteristic period. The site response analysis results of the statistical and test values are similar. The statistical values can be used for reference in work levels Ⅱ and Ⅲ for the seismic risk assessment of engineering projects in Kunming basin.

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太树刚,李建有,石宝文,赵淑芳,常玉芳,张鹏.昆明盆地土体动力参数对土层地震反应影响研究[J].地震工程学报,2016,38(3):382-390. TAI Shu-gang, LI Jian-you, SHI Bao-wen, ZHAO Shu-fang, CHANG Yu-fang, ZHANG Peng. Effect of Soil Dynamic Parameters on SeismicResponse of Soil Layers in Kunming Basin[J]. China Earthquake Engineering Journal,2016,38(3):382-390.

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  • 收稿日期:2015-04-13
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  • 在线发布日期: 2016-08-11