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青藏铁路沿线冻土场地地震动特征研究

ISSN号：1000-6915
期刊名称：岩石力学与工程学报
时间：0
页码：274-275
语言：中文
分类：TU445[建筑科学—岩土工程;建筑科学—土工工程]
作者机构：[1]中国地震局兰州地震研究所,甘肃兰州730000, [2]中国地震局地震预测研究所兰州科技创新基地,甘肃兰州730000, [3]兰州大学土木工程与力学学院,甘肃兰州730000
相关基金：国家自然科学基金重点项目（50534040）;青减铁路建设总指挥郜专项基金项目;中国地震局预测研究所基本科研业务费资助项目
相关项目：深厚表土层中人工冻结法凿井基础研究

关键词：土力学, 青藏铁路, 多年冻土, 波速, 地震动, 地温, soil mechanics, Qinghai--Tibet Railway, permafrost, wave velocity, ground motion, earth temperature

中文摘要：

基于对青藏铁路沿线多年冻土区的现场地质考察、14个典型钻孔的地质编录以及现场测试，获取了青藏铁路沿线多年冻土区土层波速的基本特征。而后结合室内动三轴有关冻土动强度的试验结果，使用该地区50a超越概翠为62.5％，10.0％和2．0％的人造基岩地震波输入，通过土层地震反应计算，分析研究青藏铁路沿线冻土区10个冻土场地的内地震动加速度时程与加速度反应谱的基本特征及其影响闵素，同时，统计研究地温对场地的地震动加速度反应谱的影响。结果表明，青藏铁路沿线多年冻土区土层波速及横波与纵波之波速比值较非冻土区大，地震强度对冻土区场地的地震动加速度幅值具有决定性影响，冻土区典型地震动加速度反应谱的中、短周期成分所占比例较大，冻土场地的地震动加速度反应谱的幅佰随地漏的降低而普遍减小。

英文摘要：

Based on the field geological investigation at permafrost regions, geological description and field test of waves velocities at 14 typical boreholes distributing in permafrost areas along the Qinghai--Tibet Railway, elementary characteristics of wave velocities of soils at the permafrost regions are presented. And then, combining the results of dynamic triaxial test, using three time histories of ground motion acceleration with the exceedance probabilities 62.5%, 10.0% and 2.0% in 50 years related to the research area, the characteristics of ground motion are analyzed for the 10 permafrost profiles by an equivalent linearization method to estimate the seismic response of frozen soil ground. Moreover, the influence of earth temperature on seismic acceleration response spectrum for permafrost sites is studied. Consequently, the following conclusions can be drawn. （l） Under the similar conditions, the wave velocities of frozen soils along the Qinghai--Tibet Railway are greater than those of other non-frozen soils areas; and the velocity ratio between the shear wave and compression wave does the same. （2） Earthquake intensity is a critical factor to influence the acceleration amplitude of ground motion at permafrost regions, e.g. with the decrease of earthquake intensity, the acceleration amplitude of the ground motion reduces gradually. （3） The proportion of the moderate and the short periods of seismic acceleration response spectrum in permafrost regions is primary. （4） The amplitude of acceleration response spectrum of ground motion decreases distinctly while earth temperature of frozen soils reduces. The research should contribute to earthquake disaster prevention of engineering structures in permafrost areas on Qinghai--Tibet Plateau.

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