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Geospatial modelling of shear-wave velocity and fundamental site period of Quaternary marine and glacial sediments in the Ottawa and St. Lawrence Valleys, Canada

机译:加拿大渥太华河谷和圣劳伦斯河谷第四纪海洋和冰川沉积物的横波速度和基址周期的地理空间模拟

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The shear wave velocity of surficial sediments (V-S) and the fundamental site period (T-O) are important parameters for analysis of the free-field seismic response. Their spatial distribution in the Ottawa and St. Lawrence Valleys, Canada, was determined applying a standardized method consisting of (i) updating the Quaternary geology; (ii) classifying the surficial units with similar physical properties into three broad categories: upper sandy sediments, intermediate clayey sediments and basal glacial and non-glacial deposits; (iii) delineating the spatial thickness of each category by way of 3D geologic modelling; (iv) sorting of available geophysical data with respect to each individual category and assigning representative V-S relationships: a power velocity-depth function for sand and clay units combined, V-S=119 + 8.1 Depth(0.5) (m/s), and a constant interval V-S equal to the observed geometric mean velocity for glacial and non-glacial deposits, V-S=385 (m/s). The respective T-O values were computed as the ratio between the soil thickness and the average V-S from ground surface to the bedrock. Validation of model results was conducted with V-S and T-O field data and available T-O estimates from detailed urban-scale seismic zonation studies. The analyses of the uncertainty originating from the variation of the V-S measurements showed that the standard deviations were roughly one-third of the modelled V-S and T-O values. Crown Copyright (C) 2016 Published by Elsevier Ltd. All rights reserved.
机译:表层沉积物的横波速度(V-S)和基址周期(T-O)是分析自由场地震响应的重要参数。利用标准方法确定了它们在加拿大渥太华和圣劳伦斯山谷的空间分布,包括:(i)更新第四纪地质; (ii)将具有相似物理性质的表层单元分为三大类:上层砂质沉积物,中层黏土沉积物以及基础冰川和非冰川沉积物; (iii)通过3D地质建模来描绘每个类别的空间厚度; (iv)对每个单独类别的可用地球物理数据进行排序,并分配具有代表性的VS关系:结合了沙子和粘土单元的功率速度-深度函数,VS = 119 + 8.1深度(0.5)(m / s),以及恒定间隔VS等于观测到的冰川和非冰川沉积物的几何平均速度VS = 385(m / s)。将各自的T-O值计算为土壤厚度与从地面到基岩的平均V-S之比。使用V-S和T-O现场数据以及来自详细的城市规模地震带研究的可用T-O估计值对模型结果进行验证。对来自V-S测量值变化的不确定性的分析表明,标准偏差大约是建模的V-S和T-O值的三分之一。 Crown版权所有(C)2016,由Elsevier Ltd.发行。保留所有权利。

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