周兴涛, 韩金良, 施凤根, 王昆. 2014: 地形地貌对地震波放大效应数值模拟研究. 工程地质学报, 22(6): 1211-1220. DOI: 10.13544/j.cnki.jeg.2014.06.027
    引用本文: 周兴涛, 韩金良, 施凤根, 王昆. 2014: 地形地貌对地震波放大效应数值模拟研究. 工程地质学报, 22(6): 1211-1220. DOI: 10.13544/j.cnki.jeg.2014.06.027
    ZHOU Xingtao, HAN Jinliang, SHI Fenggen, WANG Kun. 2014: NUMERICAL SIMULATION FOR AMPLIFICATION EFFECT OF TOPOGRAPHY AND GEOMORPHOLOGY TO SEISMIC WAVES. JOURNAL OF ENGINEERING GEOLOGY, 22(6): 1211-1220. DOI: 10.13544/j.cnki.jeg.2014.06.027
    Citation: ZHOU Xingtao, HAN Jinliang, SHI Fenggen, WANG Kun. 2014: NUMERICAL SIMULATION FOR AMPLIFICATION EFFECT OF TOPOGRAPHY AND GEOMORPHOLOGY TO SEISMIC WAVES. JOURNAL OF ENGINEERING GEOLOGY, 22(6): 1211-1220. DOI: 10.13544/j.cnki.jeg.2014.06.027

    地形地貌对地震波放大效应数值模拟研究

    NUMERICAL SIMULATION FOR AMPLIFICATION EFFECT OF TOPOGRAPHY AND GEOMORPHOLOGY TO SEISMIC WAVES

    • 摘要: 采用FLAC3D 软件进行大量数值模拟,研究了地形地貌对地震波放大效应规律。结果表明:对于单面坡模型,斜坡较低时,坡体对天然地震波和简谐波的峰值加速度在竖直向和顺坡面向产生线性放大效应。斜坡较高时,若坡角低,两种波形的加速度等值线近似平行于坡面,天然地震波坡顶正下方极值性不明显,但随坡角增大而明显,坡面正下方可见若干条与坡面相平行具节律性的极小值条带,随坡角增大向一条极值带转化,简谐波在高低坡脚时坡顶面正下方区域内都出现等间距相间分布具节律性的极值条带,坡面正下方的极值带状性不如天然地震波明显,随坡角增大而消失; 若坡角高,两波形加速度放大系数顺坡面呈相间的极值圈分布。双面坡坡顶宽度越小,山脊越单薄,加速度放大效应越强烈,随坡顶宽度增大,坡肩加速度放大系数趋于稳定,双面坡对加速度放大效应强于单面坡。对加速度放大效应,多峰形双峰形单峰形,坡顶越不规则,加速度放大效应越强烈。V形河谷坡面上半部分加速度放大效应要强于U形河谷,U形河谷的谷底中部对地震波动力响应要强于V形谷。坡面局部不规则性只影响到坡面局部范围内的峰值加速度分布,坡高、坡角、坡顶几何特征为整个峰值加速度分布的控制因素。

       

      Abstract: Many numerical analyses are carried out using the software Flac3D to investigate the amplification effect of topography and geomorphology on seismic waves. Research findings indicate that both the peak acceleration of natural seismic wave and harmonic wave can be amplified linearly in the vertical direction and along the surface of the slope when the single-sided slope is low. When the single-sided slope is high and the slope angle is small, the acceleration contour lines of the two waveforms can be parallel to the slope surface approximately. At the same time, the effect of extremum under the top of the single-sided slope is unobvious, and becomes more obvious with the slope angle increasing and there are some rhythmical local minimum strips which are parallel to the slope surface and have the tend to become one strip with the slope angle increasing for natural seismic waves. There are some rhythmical local minimum strips which are parallel to the slope surface for harmonic wave no matter the slope angle is low or high and the effect of extremum under the top of the single-sided slope is not as obvious as natural seismic waves and can disappear with the slope angle increasing. When the slope angle is high, there are some extremal circles in the peak acceleration profiles along the slope surface. The amplification effect on peak acceleration is more intense for thinner ridge of the two-sided slope. The amplification coefficient of crest of two-sided slope tends to be a stable value with the width of the two-sided slope increasing. The amplification effect of two-sided slope on peak acceleration is more intense than the single-sided slope. The amplification effect of multimodal slope on peak acceleration is more intense than that of bimodal slope and the amplification effect of bimodal slope on peak acceleration is more intense than that of unimodal slope. The amplification effect on peak acceleration is more obvious on the upper half of the V-shaped valley than that of U-shaped valley. However, the dynamic response on the middle bottom of U-shaped valley is stronger than that of U-shaped valley. The local irregularities on the surface of a slope can only have effect on the local distribution of peak acceleration near the surface of the slope. The key factors to the distribution of peak acceleration are slope height, slope angle and geometry of the slope top.

       

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