首页> 外文期刊>Bulletin of Earthquake Engineering >Dynamic properties of low velocity alluvial deposits influencing seismically-induced shear strains: the Grottaperfetta valley test-site (Rome, Italy)
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Dynamic properties of low velocity alluvial deposits influencing seismically-induced shear strains: the Grottaperfetta valley test-site (Rome, Italy)

机译:低速冲积物的动态特性影响地震诱发的剪应变:Grottperfetta山谷试验场(意大利罗马)

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The presence of peats and high compressibility inorganic clays within alluvial fills on the left-side tributaries of the Tiber River, close to Rome’s historic center in Italy, is well documented in literature. Nevertheless, few literature data exist until now on the dynamic properties of these deposits by undisturbed bore-hole samples. The Galba test-site was set up to characterise dynamic properties of the alluvial deposits by using lab-tests as well as to derive velocity profiles by seismic noise measurements. These were performed in the Giustiniano Imperatore area located in the Grottaperfetta valley, about 2 km south of Rome’s historic centre. The alluvial deposits filled a paleovalley excavated in the bedrock during the Würm glacial (18–20 ky). The stratigraphic setting of the alluvial body was reconstructed along three geological cross-sections by means of the available logs; seven lithotecnical horizons can be distinguished within the alluvial body, some tens of meters thick, based on both log-stratigraphic data and in-site geotechnical tests. These horizons include peaty layers (T) and high compressibility inorganic clays (AGI), which characterise the alluvial deposits in the Grottaperfetta valley. They do not have direct correlation with the alluvial horizons which constitute the alluvial body of the main Tiber valley in Rome’s historical centre. These alluvial horizons which are distinguished and characterised at the Galba test-site can be regarded as typical of other lateral valleys of the Tiber River in Southern Rome. They are characterised by the presence of similar high compressibility clayey deposits as well as peaty layers up to some meters thick. Undisturbed samples were also obtained at the Galba test-site for dynamic testing via resonant column and cyclic torsional shear tests. In order to attribute dynamic properties to the alluvial body at the Grottaperfetta valley, an extrapolation process was performed based on a detailed engineering-geology model of the alluvial body which was reconstructed along three transversal geological sections of the valley using bore-hole data. Three subsoil profiles, considered representative of the geological setting along the three reconstructed transversal cross sections, were analysed by seismic noise measurements performed specifically to derive S-waves velocity profiles. The results obtained show a very low velocity (<180 m/s) for the layers T and AGI. 1D modelling of seismic shaking was performed by the code Shake91, in order to evaluate the influence of the low-velocity strata on maximum shear strains induced within the alluvial deposits under the maximum expected seismic action. The results of the numerical modelling indicate that the AGI and the T layers play a key role in: (i) concentrating the maximum shear strain along the subsoil profiles, even though the volumetric threshold is never exceeded; (ii) increasing the maximum shear strain along the subsoil profiles; (iii) causing the resonance frequency of the alluvial fill to assume an almost constant value (about 1Hz) which is quite similar to that measured in the main Tiber River valley, despite a significant change in thickness of the alluvial body along the Grottaperfetta valley.
机译:台伯河左侧支流的泥沙和高可压缩性无机粘土的存在,在台伯河的左侧支流中,靠近罗马的意大利历史中心,在文献中已有记载。然而,到目前为止,关于扰动钻孔样品的沉积物动力学特性的文献资料很少。设置Galba测试场是为了通过使用实验室测试来表征冲积层的动态特性,并通过地震噪声测量来得出速度剖面。这些活动是在位于罗马历史中心以南约2公里的格罗塔佩塔(Grottaperfetta)山谷的朱斯蒂亚诺·英佩罗地区(Giustineno Imperatore)执行的。冲积物充满了在Würm冰河(18-20 ky)期间在基岩中开挖的古卵。利用可获得的测井资料,沿着三个地质剖面重建冲积体的地层环境。根据测井地层数据和现场岩土测试,可以在冲积体中区分出七个岩性层,厚度约几十米。这些地层包括砾岩层(T)和高可压缩性的无机粘土(AGI),它们代表了Grottaperfetta山谷中的冲积物。它们与构成罗马历史中心台伯河谷冲积体的冲积层没有直接关系。这些在Galba试验场上有特色的冲积层可以看作是罗马南部台伯河其他横向山谷的典型代表。它们的特征是存在类似的高压缩性粘土沉积物以及厚达几米的泥灰岩层。还可以在Galba测试现场获得未受干扰的样品,以通过共振柱和循环扭剪测试进行动态测试。为了将动力学特性归因于Grottaperfetta山谷的冲积体,根据冲积体的详细工程地质模型进行了外推过程,该模型是使用钻孔数据沿山谷的三个横向地质剖面重建的。通过专门执行地震噪声测量以分析S波速度剖面的方式分析了三个地下土剖面,这些剖面被认为代表了沿着三个重建的横截面的地质环境。获得的结果表明,层T和AGI的速度非常低(<180 m / s)。为了评估低速地层对最大预期地震作用下冲积层内最大剪切应变的影响,用代码Shake91对地震震动进行了一维建模。数值模拟结果表明,AGI和T层在以下方面起着关键作用:(i)沿地下土壤剖面集中最大剪切应变,即使从未超过体积阈值; (ii)沿土层剖面增加最大剪切应变; (iii)使冲积物的共振频率假定为几乎恒定的值(约1Hz),这与在台伯河主河谷测得的值非常相似,尽管沿Grottaperfetta谷的冲积体厚度发生了显着变化。

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