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The World's Largest Naturally Deposited Gravelly Soils Liquefaction Caused by the Wenchuan Ms 8.0 Earthquake

机译:汶川8.0级地震引起的世界最大自然沉积砾石土液化

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摘要

The 2008 Wenchuan M_s 8.0 earthquake caused extensive naturally deposited gravelly soils liquefied. The merit of the observation overwhelms the engineering point of view of gravel as non-liquefiable soil, and greatly enriches archiving field cases of gravel liquefaction worldwide. Though years of systematical studies, we mapped the 92 identified gravelly soils liquefied zones (sites) as sporadically lay in an area of more than 3000 km~2 in Chengdu Plain. The gravel contents (G_c-values) of liquefied gravelly soils range from 5% to 85% or even larger. The liquefied gravelly soils are loose, but their measured shear-wave velocities (V_s) start from 133 m/s to 267 m/s, and are corrected to 154 m/s to 314 m/s. The PGA-values are predicted from 0.15 g to 0.49 g at liquefied gravelly sites. The shallow soil structure under Chengdu Plain basically consists of an impermeable capped layer and underlain gravelly soils ranging from meters to hundred meters, which provides a fundamental interpretation for gravelly soils liquefaction. A minimum ground shaking of PGA 0.15 g is essential to trigger natural gravelly soils liquefaction, yet massive gravelly soils liquefaction requires 0.20 g to 0.40 g of ground shaking intensity.
机译:2008年汶川8.0级地震导致大量自然沉积的砾石土液化。观测的优点压倒了砾石作为不可液化土壤的工程观点,极大地丰富了全世界砾石液化的归档现场案例。经过多年的系统研究,我们绘制了92个已识别的砾石土壤液化区(站点),它们散布在成都平原超过3000 km〜2的区域。液化砾石的砾石含量(G_c值)在5%至85%甚至更大的范围内。液化的砾石土壤很松散,但它们的测量剪切波速度(V_s)从133 m / s开始至267 m / s,并被校正为154 m / s至314 m / s。在液化砾石现场,PGA值预计为0.15 g至0.49 g。成都平原下的浅层土壤结构主要由不透水的盖层和几米至几百米的底层砾石土壤组成,这为砾石土壤液化提供了基本解释。 PGA最低地面震动为0.15 g对于触发自然的砾石土壤液化是必不可少的,但是块状的砾石土壤液化需要地面震动强度为0.20 g至0.40 g。

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  • 会议地点 Chongqing(CN)
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    Institution of Engineering Mechanics, China Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration, Harbin 150080, China.;

    Institution of Engineering Mechanics, China Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquak Administration, Harbin 150080, China;

    Guangxi Key Laboratory of Geomechanics and Geotechnical Engineering, Guilin Univ. of Technology, Guilin 541004, China;

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  • 入库时间 2022-08-26 14:32:41

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