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Evaluation of site amplification and site period using different methods for an earthquake-prone settlement in Western Turkey

机译:土耳其西部地震多发地区采用不同方法评估场地放大率和场地周期

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Seismic micro hazard zonation for urban areas is the first step towards a seismic risk analysis and mitigation strategy. Essential here is to obtain a proper understanding of the local subsurface conditions and to evaluate ground shaking effects. In this study, present and future settlement areas of Yenisehir, which is located in the earthquake-prone Marmara Region of Turkey, were evaluated with respect to site amplification and site period. Borings in conjunction with in-situ penetration tests, seismic velocity measurements, resistivity surveys and microtremor studies were performed, and available data from previous investigations were complied to determine the variation of the soil profile as well as the characteristics of the soil layers within the study site. In addition, new empirical correlations between shear wave velocity (V_s) and number of blows from standard penetration test (SPT-N) were also developed to be used for the estimation of amplification factors. Site amplification was assessed using empirical methods based on estimated values of V_s, 1-D site response numerical modeling program and microtremor measurements. Among the three methods employed, the numerical technique and microtremor method yielded considerably higher amplification factors when compared to those obtained from the empirical method. This situation is considered as a limitation of the empirical methods. The survey of site response suggests ground amplification. The microzonation map based on soil site amplification suggests amplification factors between 1.6 and 5 in the present settlement, while the areas at the north and south of the settlement generally amplify the motion 5 to 9 times. The site periods obtained from microtremor studies vary from 0.51 to 0.8 s throughout the settlement. In addition, the comparison between fundamental site periods and fundamental building periods, which were measured in a few buildings and estimated from an empirical expression, indicate that prime attention should be paid to resonance phenomena, particularly for the northern part of the settlement where high-rise buildings are still in construction.
机译:针对城市地区的地震微灾区划是迈向地震风险分析和缓解策略的第一步。在这里至关重要的是要获得对当地地下条件的正确理解并评估地面震动的影响。在这项研究中,评估了位于土耳其地震多发地马拉马尔地区的耶尼谢希尔(Yenisehir)现在和未来的定居区,并进行了场地放大和场地期限的评估。结合现场渗透测试,地震速度测量,电阻率调查和微震研究进行了钻孔,并结合了先前调查的可用数据来确定土壤剖面的变化以及研究中土壤层的特征现场。此外,还开发了剪切波速度(V_s)与标准穿透试验(SPT-N)的打击次数之间的新的经验相关性,可用于估算放大因子。基于V_s的估计值,1-D位点响应数值建模程序和微震测量,使用经验方法评估位点扩增。在三种方法中,与从经验方法获得的放大因子相比,数值技术和微震方法产生了更高的放大因子。这种情况被认为是经验方法的局限性。现场响应调查表明地面放大。基于土壤位点放大的微区带图表明,在目前的定居点中,放大因子在1.6到5之间,而在定居点的北部和南部的区域通常将运动放大5到9倍。在整个沉降过程中,通过微震研究获得的站点周期从0.51到0.8 s不等。此外,在几座建筑物中进行测量并根据经验表达式进行估算的基础工地时期与基础建筑物时期之间的比较表明,应特别注意共振现象,特别是在居住区北部的高共振频率地区。高层建筑仍在建造中。

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