岩土动力特性与中长周期地微动的响应研究

基本信息
批准号:49972088
项目类别:面上项目
资助金额:16.00
负责人:简文彬
学科分类:
依托单位:福州大学
批准年份:1999
结题年份:2002
起止时间:2000-01-01 - 2002-12-31
项目状态: 已结题
项目参与者:徐少曼,姚环,徐涵秋,陈崇成,熊传祥,彭功勋
关键词:
响应地微动岩土
结项摘要

The dynamical characteristics of ground soil and structure of frequency spectrum of ground micro-tremor in Fuzhou and Quanzhou of Fujian Province are studied. The ground microtremor signals were observed, and the signals were analyzed by fast Fourier transform method (FFT). The characteristics of structure of frequency-spectrum and response of ground soil to frequency of ground micro-tremor are revealed, and the function with frequency-dependence and frequency-selection of micro-tremor for different foundation soil strata is also researched..The results are shown as follows: First, ground micro-tremor is a kind of geophysics information with abundant intension. The frequency characteristic of ground micro-tremor can be obtained by spectral analyses of its signals, which can be used to probe into dynamical characteristics of rock and soil of a studying area. Second, there exists a function with frequency-dependence and frequency-selection for the response of site soil on micro-tremor. The change of predominant period of ground micro-tremor is closely related to the formation of site soil layers, and mutually corresponds to the change of engineering geological conditions of the site. Therefore, the structure and feature of different foundation soil strata can be distinguished for different kinds of frequency response of site. Third, the structure of rock and soil layers directly influences the spectral structure characteristics of ground micro-tremor. The site overburden layer with the structure of different foundation soil strata and different rigidity of soil layer transforms structure of frequency of ground micro-tremor with different degree. The thickness of site overburden layer is one of important reasons that affect the predominant period of ground micro-tremor. Fourth, there exists some corresponding relationships between spectral structure characters of ground micro-tremor and shear wave velocity of site soil layers. The outcomes of these two kinds of tests can be conferred each other. Fifth, the correlations between predominant period of ground micro-tremor and thickness, and value of shear wave velocity of overburden layer are established. .The results are of important theoretical and practice significance for deeply understanding the characteristic of ground micro-tremor, and developing the project application of ground micro-tremor, and antiseismic design, shock isolation, and selecting the infrastructure and buried depth of high buildings foundation in coastal area of Fujian. .

捕捉地面及地下中长周期地微动信号,利用现代谱估计中的Wigner分布原理提取地微动信号中所包含的信息。研究地微动在成层岩土中的能量传递模式,地微动谱结构特征与岩土物理力学性质之间的关系,中长周期地微动作用下的岩土动力响应规律;探讨研究区未来地震的频率特性。研究结果对工程建设抗震设防、对地震预测预报具有重要的理论及实际意义。

项目摘要

项目成果
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数据更新时间:2023-05-31

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简文彬的其他基金

批准号:41072232
批准年份:2010
资助金额:49.00
项目类别:面上项目
批准号:40672176
批准年份:2006
资助金额:28.00
项目类别:面上项目

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