TY - JOUR
T1 - Small strain stiffness, microstructure and other characteristics of an allophanic volcanic ash
AU - Gobin, M.
AU - Yasufuku, N.
AU - Liu, G.
AU - Watanabe, M.
AU - Ishikura, R.
N1 - Funding Information:
The first author is indebted to the Japanese Government (Monbukagakusho: MEXT) for sponsoring his studies. The authors thank the Editor-in-Chief and the two anonymous reviewers for their constructive comments that improved the quality of the manuscript. The first author also wishes to express his gratitude to Professor Kiyonobu Kasama for his suggestions during the former's progress examinations. The authors thank Dr. Muneharu Kudou for taking the pain to sample the soils from Oita prefecture during the COVID pandemic. The support of Kyushu University Library for procuring research materials and the help of Mr. Michio Nakashima, technical staff are also acknowledged.
Publisher Copyright:
© 2022 Elsevier B.V.
PY - 2023/2
Y1 - 2023/2
N2 - Small strain mechanical properties are a prerequisite for seismic analysis and design. Corresponding studies on volcanic soils are by themselves limited while research on some volcanic ashes which intrinsically have high fines content is even rarer. Presence of clay minerals like allophane and imogolite confers uncharacteristic properties to the soils which somehow seems underappreciated. This is evidenced, for instance, by the near absence of literature related to the 2016 Kumamoto Earthquake explicitly mentioning the influence of these particular clay minerals. Against this background, this study aimed at partially filling the gap with respect to the small strain shear modulus, Gmax of an allophanic volcanic ash and underline the influence of allophane and imogolite on some of the soil properties. Remoulded black volcanic ash, kuroboku was sampled from two sites in the Kyushu area in the south of Japan. As part of the experimental work, a series of index properties, engineering properties, electron microscope (Scanning Electron Microscope (SEM) and Field Emission Scanning Electron Microscope (FE-SEM)) examinations and bender element (BE) tests was performed on these soils. The paper elaborates on the peculiar characteristics of the allophanic volcanic ash, including presence and effect of water of crystallization and influence of electrostatic bonding on grain size distribution and liquefaction resistance. Based on the SEM and FE-SEM images, the microstructure of the kuroboku soils was assessed in terms of its various components, the contact relation and the pore space. Observations from the microscopy analysis like presence of diatoms and intra-elemental pores were key to understanding the slight variation in the Gmax among the tested soils. An attempt was also made at situating the Gmax of the kuroboku soil vis à vis other types of soils. Empirical relationships for estimating the Gmax of kuroboku separately and with other volcanic soils were proposed. Findings from this research could rekindle an interest into further understanding the particular characteristics of allophanic materials as well as encourage more research on their dynamic properties, which is essential considering that these materials are mostly found in seismically active regions.
AB - Small strain mechanical properties are a prerequisite for seismic analysis and design. Corresponding studies on volcanic soils are by themselves limited while research on some volcanic ashes which intrinsically have high fines content is even rarer. Presence of clay minerals like allophane and imogolite confers uncharacteristic properties to the soils which somehow seems underappreciated. This is evidenced, for instance, by the near absence of literature related to the 2016 Kumamoto Earthquake explicitly mentioning the influence of these particular clay minerals. Against this background, this study aimed at partially filling the gap with respect to the small strain shear modulus, Gmax of an allophanic volcanic ash and underline the influence of allophane and imogolite on some of the soil properties. Remoulded black volcanic ash, kuroboku was sampled from two sites in the Kyushu area in the south of Japan. As part of the experimental work, a series of index properties, engineering properties, electron microscope (Scanning Electron Microscope (SEM) and Field Emission Scanning Electron Microscope (FE-SEM)) examinations and bender element (BE) tests was performed on these soils. The paper elaborates on the peculiar characteristics of the allophanic volcanic ash, including presence and effect of water of crystallization and influence of electrostatic bonding on grain size distribution and liquefaction resistance. Based on the SEM and FE-SEM images, the microstructure of the kuroboku soils was assessed in terms of its various components, the contact relation and the pore space. Observations from the microscopy analysis like presence of diatoms and intra-elemental pores were key to understanding the slight variation in the Gmax among the tested soils. An attempt was also made at situating the Gmax of the kuroboku soil vis à vis other types of soils. Empirical relationships for estimating the Gmax of kuroboku separately and with other volcanic soils were proposed. Findings from this research could rekindle an interest into further understanding the particular characteristics of allophanic materials as well as encourage more research on their dynamic properties, which is essential considering that these materials are mostly found in seismically active regions.
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U2 - 10.1016/j.enggeo.2022.106967
DO - 10.1016/j.enggeo.2022.106967
M3 - Article
AN - SCOPUS:85144612584
SN - 0013-7952
VL - 313
JO - Engineering Geology
JF - Engineering Geology
M1 - 106967
ER -