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Mapping sediment thickness of Islamabad city using empirical relationships: Implications for seismic hazard assessment

机译:使用经验关系绘制伊斯兰堡市沉积物厚度的图:对地震灾害评估的启示

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Soft sediments make an important component of the subsurface lithology, especially in areas underlain by river/stream basins. Occupying a position directly above the bedrock up to the land surface, these soft sediments can range in thickness from few centimeters to hundreds of meters. They carry a specialnuisance in seismic hazards, as they serve as a source of seismic amplification that may enhance the seismic shaking of many folds. Determination of the thickness of the soft sediments is therefore crucial in seismic hazard analysis. A number of studies in recent years have demonstrated that frequency andamplitude spectrum obtained from the noise measurements during the recording of natural seismicitycan be used to obtain thickness of soft sediments covering the bedrock. Nakamura (1989) presented atechnique to determine such spectrum using ratio of horizontal to vertical components of the Rayleighwaves. The present study is based on an extensive set of microtremor measurements carried out in theIslamabad city, Pakistan. Fundamental frequencies were obtained from weak motion sensors and TrominoEngy Plus instruments to show that the correlation is clearly valid for a wide range of sediment thickness.A simple formula was derived for the investigated area to determine directly the thickness of sedimentsfrom the main peaks in the H/V spectrum for seismometer and Tromino data separately. A comparisonis made between sediment thicknesses derived from empirical relations developed in this study withthose given in literature to demonstrate a positive correlation. The correlation of instrumental resonantfrequencies with calculated resonant frequencies (theoretical) suggests that the relation derived from thenoise measurements mostly depends on the velocity depth function of the shear wave. The fundamentalfrequency of the main peak of spectral ratio of H/V using the both instruments correlates well withthe thickness of sediments at the site obtained from the borehole data. It is found out that there is awide variation in soft-sediment thickness in the Islamabad area, but as a general rule, soft sedimentsare thicker adjacent to stream courses compared to the areas intervening the streams. The distributionof sediments in the studied area is illustrated by means of cross sections constructed from results ofthe microtremor analyses and available borehole data, which provides a visual distribution of the softsediments underlying the Islamabad city.
机译:软质沉积物是地下岩性的重要组成部分,特别是在河流/流域盆地下的地区。这些软质沉积物位于基岩上方直至陆地表面的某个位置,厚度范围从几厘米到几百米不等。它们在地震危险方面具有特殊的影响,因为它们充当地震放大的来源,可能会增强许多倍的地震晃动。因此,确定软沉积物的厚度对于地震危险性分析至关重要。近年来的许多研究表明,在自然地震活动记录期间从噪声测量中获得的频率和振幅谱可用于获得覆盖基岩的软沉积物的厚度。 Nakamura(1989)提出了一种使用瑞利波的水平分量与垂直分量之比来确定此类频谱的技术。本研究基于在巴基斯坦伊斯兰堡市进行的一系列微震测量。从弱运动传感器和TrominoEngy Plus仪器获得了基本频率,表明该相关性对于宽范围的沉积物厚度显然是有效的。为研究区域推导了一个简单公式,可直接从H的主峰确定沉积物的厚度/ V频谱分别用于地震仪和Tromino数据。根据本研究得出的经验关系得出的沉积物厚度与文献中给出的结果进行了比较,以显示正相关。仪器共振频率与计算出的共振频率之间的关系(理论上)表明,从噪声测量得出的关系主要取决于剪切波的速度深度函数。使用这两种仪器,H / V光谱比的主峰的基频与从钻孔数据获得的现场沉积物的厚度有很好的相关性。研究发现,伊斯兰堡地区的软沉积物厚度变化很大,但一般而言,与中间河流相比,靠近河流的软沉积物较厚。借助微震分析结果和可用的井眼数据构建的横截面图来说明研究区域内的沉积物分布,从而可以直观地了解伊斯兰堡市的软沉积物分布。

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