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Liquefaction Susceptibility Mapping in Boston, Massachusetts

机译:马萨诸塞州波士顿的液化敏感性地图

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The Boston, Massachusetts, metropolitan area has experienced several historic earthquakes of about magnitude 6.0. A compilation of surficial geologic maps of the Boston, Massachusetts, metropolitan area and geotechnical analyses of Quaternary sedimentary deposits using nearly 3,000 geotechnical borehole logs reveal varying levels of susceptibility of these units to earthquake-induced liquefaction, given the generally accepted design earthquake for the region (M6.0 with 0.12g Peak Ground Acceleration (PGA)). The majority of the boreholes are located within the extensive downtown artificial fill units, but they also allow characterization of the natural deposits outside the downtown area. The geotechnical data were complemented with surficial geologic mapping, combining published and unpublished geologic maps, aerial photographic interpretation, and soil stratigraphy data from an additional 12,000 geotechnical boring logs. Susceptibility maps were developed based on liquefaction-triggering threshold ground motions, which were determined using the borehole data. We find that much of the non-engineered artificial fill that underlies the downtown Boston area is, when saturated, highly susceptible to liquefaction during seismic loading. Holocene alluvial and marsh deposits in the region are also moderately to highly susceptible to liquefaction. Much of the outlying area is underlain by Pleistocene and Quaternary glacial and glaciofluvial deposits, which have low to moderate susceptibility to liquefaction. This study provides data needed to effectively manage liquefaction hazards in the Boston area, and it will assist in characterizing seismic hazards, mitigating risks, and providing information for urban planning and emergency response.
机译:马萨诸塞州波士顿市都会区曾发生过几次约6.0级的历史地震。鉴于该地区公认的设计地震,使用近3,000个岩土钻孔测井资料汇编了马萨诸塞州波士顿市,都会区和第四纪沉积物的岩土分析的表面地质地图,揭示了这些单元对地震引起的液化的敏感性水平不同(具有0.12g峰值地面加速度(PGA)的M6.0)。大多数钻孔位于市区繁茂的人工填充单元内,但它们也可以表征市区以外的天然沉积物。地质技术数据以表面地质图为补充,结合了已发布和未发布的地质图,航空摄影解释以及来自另外12,000个岩土钻孔记录的土壤地层数据。基于液化触发阈值地面运动开发了磁化率图,该运动是使用井眼数据确定的。我们发现,位于波士顿市区下方的许多非工程人工填充物在饱和时极易在地震荷载作用下液化。该地区的全新世冲积物和沼泽沉积物也中等至高度易液化。大部分外围地区为更新世和第四纪冰川和冰川河流沉积物,它们对液化的敏感性较低或中等。这项研究提供了有效管理波士顿地区液化危害所需的数据,并将有助于表征地震危害,减轻风险并为城市规划和应急响应提供信息。

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