火山浮石的颗粒破碎和临界状态 - 2018 年北海道东部伊武里地震

IF 3.3 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Itsuki Sato , Reiko Kuwano , Masahide Otsubo
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引用次数: 0

摘要

火山浮石具有易破碎颗粒和高保水等特性,分布在日本各地,是以崩塌后缓坡流和长距离流为特征的边坡灾害的源层。本研究的目的是确定多孔浮石的破碎特性与机械性能之间的关系,因为多孔浮石经常会引发此类灾害。作为多孔浮石材料,本研究收集了在 2018 年日本北海道东伊布里地震中造成大量边坡灾害的 Ta-d 浮石,并对其进行了一系列三轴压缩试验。所有试验前浮石的粒度分布都被调整为均匀,试验后通过测量粒度分布来量化破碎量。结果表明,多孔浮石的临界状态和各向同性固结可以在一个三维空间中以空隙率、平均有效应力和颗粒破碎程度为轴进行系统表达。此外,对采集 Ta-d 浮石的地点发生的倾角小于 21°的缓坡灾害,从其流动潜力的角度进行了讨论,表明流动距离可以得到充分解释。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Particle crushing and critical state of volcanic pumice – 2018 Hokkaido Eastern Iburi Earthquake

Volcanic pumice, with special characteristics such as crushable particles and high water retention, is distributed throughout Japan and serves as the source layer for slope hazards characterised by post-failure gentle slope flows and long-distance flows. The aim of this study is to determine the relationship between the crushing characteristics and the mechanical properties of porous pumice, which often contributes to such disasters. As the porous pumice material, Ta-d pumice, which caused numerous slope disasters during the 2018 Hokkaido Eastern Iburi Earthquake in Japan, was collected and subjected to a series of triaxial compression tests. The grain size distribution of the pumice before all the tests was adjusted to be uniform, and the amount of crushing was quantified by measuring the grain size distribution after the tests. The results suggest that the critical state and isotropic consolidation of porous pumice can be systematically expressed in a three-dimensional space with the axes of the void ratio, mean effective stress, and degree of particle crushing. Furthermore, a gentle slope disaster with an inclination of less than 21°, that had occurred at the site from which the Ta-d pumice was collected, was discussed in terms of its flow potential, showing that the flow distance can be adequately explained.

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来源期刊
Soils and Foundations
Soils and Foundations 工程技术-地球科学综合
CiteScore
6.40
自引率
8.10%
发文量
99
审稿时长
5 months
期刊介绍: Soils and Foundations is one of the leading journals in the field of soil mechanics and geotechnical engineering. It is the official journal of the Japanese Geotechnical Society (JGS)., The journal publishes a variety of original research paper, technical reports, technical notes, as well as the state-of-the-art reports upon invitation by the Editor, in the fields of soil and rock mechanics, geotechnical engineering, and environmental geotechnics. Since the publication of Volume 1, No.1 issue in June 1960, Soils and Foundations will celebrate the 60th anniversary in the year of 2020. Soils and Foundations welcomes theoretical as well as practical work associated with the aforementioned field(s). Case studies that describe the original and interdisciplinary work applicable to geotechnical engineering are particularly encouraged. Discussions to each of the published articles are also welcomed in order to provide an avenue in which opinions of peers may be fed back or exchanged. In providing latest expertise on a specific topic, one issue out of six per year on average was allocated to include selected papers from the International Symposia which were held in Japan as well as overseas.
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