利用天津滨海地区500余口钻孔地质与剪切波速测试资料，确定了该地区不同场地的覆盖层厚度，并分析了覆盖层分布特征及其地震动影响。结果表明，天津滨海地区覆盖层厚度与地质构造单元凹凸差异有一定的对应关系，受基底构造的明显控制；覆盖层的厚度差异对地震动峰值与反应谱有一定影响，但假想基岩面的剪切波速变化对地表加速度峰值与反应谱的影响更为明显。

Using more than 500 borehole logs and related shear wave velocity test data, we obtained the overburden layer thickness contours and analyzed the characteristics of overburden layer thickness in Tianjin Binhai area and estimated its influence on seismic ground motion. The results show: (1) the overburden layer thickness has well correspondence with geological structure elements and shows a good control by the distribution of basement structure. (2) the difference of overburden layer thickness has little influence on peak ground acceleration and response spectrum, but the effects of shear wave velocity of imaginary bedrock in surface could not be ignored.