CAJ | 학술논문

以滁州地区近百个钻孔资料为原型建立土层模型，采用一维频域等效线性化波动方法进行了土层地震反应分析，重点分析了覆盖层厚度对场地地震动参数的影响。研究结果表明，随着覆盖层厚度的增加，地表峰值加速度及土层放大系数逐渐增大，当覆盖层厚度超过一定值时，地表峰值加速度及土层放大系数呈逐渐缓慢减小的趋势；而反应谱特征周期总体上随着覆盖层厚度的增加而逐渐增大。
이저주지구근백개찬공자료위원형건립토층모형，채용일유빈역등효선성화파동방법진행료토층지진반응분석，중점분석료복개층후도대장지지진동삼수적영향。연구결과표명，수착복개층후도적증가，지표봉치가속도급토층방대계수축점증대，당복개층후도초과일정치시，지표봉치가속도급토층방대계수정축점완만감소적추세；이반응보특정주기총체상수착복개층후도적증가이축점증대。
Based on the data of nearly one hundred boreholes in Chuzhou Region, soil layer models are generated. Soil seismic response is analyzed by using one dimensional frequency domain equivalent linearization wave method, it is analyzed emphatically that thickness of covering layer influences the ground motion parameters. The research results show that surface peak acceleration and soil amplification coefficient are increased gradually with the increase of thickness of covering layer, when the thickness of covering layer is more than critical value, surface peak acceleration and soil amplification coefficient present a trend of gradual slow decrease. However, the characteristic period of response spectra are increased generally along with the increase of thickness of covering layer.