The Mobility of Landslides in Pumice: Insights from a Flume Experiment
Risk of landslide hazards strongly depends on how far landslide sediment travels, known as landslide mobility. Previous studies mentioned enhanced mobility of earthquake-induced landslides in volcanic deposits compared to those from other geologic/soil settings. A flume apparatus constructed at a 1:...
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Veröffentlicht in: | Water (Basel) 2022-10, Vol.14 (19), p.3083 |
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description | Risk of landslide hazards strongly depends on how far landslide sediment travels, known as landslide mobility. Previous studies mentioned enhanced mobility of earthquake-induced landslides in volcanic deposits compared to those from other geologic/soil settings. A flume apparatus constructed at a 1:300 scale was used to examine the mobility of landslides with pumice. Four pumice samples were collected from landslides induced by the 2018 Eastern Iburi earthquake, Hokkaido, Japan. Laboratory tests confirmed the unique low specific gravity of the pumice (1.29–1.33), indicating numerous voids within pumice particles. These voids allowed pumice to absorb a substantial amount of water (95–143%), about 9–15 times higher than other coarse-grained soils. Our flume experiments using various saturation levels (0–1) confirmed the influence of this inner-particle water absorption on pumice mobility. Because a low value of specific gravity indicates a low strength of soil, grain crushing may occur on the pumice layer, causing water from the internal voids to discharge and fluidize the transported landslide mass. Our findings indicate that such earthquake-induced landslides can be as mobile as those induced by rainfall, depending on the initial water content of the pumice layers. These conditions might be associated with water accumulation from previous rainfall events and the water-holding capability on pumice layers. |
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Previous studies mentioned enhanced mobility of earthquake-induced landslides in volcanic deposits compared to those from other geologic/soil settings. A flume apparatus constructed at a 1:300 scale was used to examine the mobility of landslides with pumice. Four pumice samples were collected from landslides induced by the 2018 Eastern Iburi earthquake, Hokkaido, Japan. Laboratory tests confirmed the unique low specific gravity of the pumice (1.29–1.33), indicating numerous voids within pumice particles. These voids allowed pumice to absorb a substantial amount of water (95–143%), about 9–15 times higher than other coarse-grained soils. Our flume experiments using various saturation levels (0–1) confirmed the influence of this inner-particle water absorption on pumice mobility. Because a low value of specific gravity indicates a low strength of soil, grain crushing may occur on the pumice layer, causing water from the internal voids to discharge and fluidize the transported landslide mass. Our findings indicate that such earthquake-induced landslides can be as mobile as those induced by rainfall, depending on the initial water content of the pumice layers. These conditions might be associated with water accumulation from previous rainfall events and the water-holding capability on pumice layers.</description><identifier>ISSN: 2073-4441</identifier><identifier>EISSN: 2073-4441</identifier><identifier>DOI: 10.3390/w14193083</identifier><language>eng</language><publisher>Basel: MDPI AG</publisher><subject>Coarse-grained soils ; Compressive strength ; Earthquakes ; Environmental risk ; Experiments ; Fatalities ; Fault lines ; Fluidizing ; Flumes ; Geology ; Hydrology ; Laboratories ; Laboratory tests ; Landslides ; Landslides & mudslides ; Mechanical properties ; Mobility ; Moisture content ; Precipitation ; Pumice ; Rainfall ; Seismic activity ; Seismic response ; Soil strength ; Specific gravity ; Topography ; Voids ; Water absorption ; Water content</subject><ispartof>Water (Basel), 2022-10, Vol.14 (19), p.3083</ispartof><rights>COPYRIGHT 2022 MDPI AG</rights><rights>2022 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/). 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Previous studies mentioned enhanced mobility of earthquake-induced landslides in volcanic deposits compared to those from other geologic/soil settings. A flume apparatus constructed at a 1:300 scale was used to examine the mobility of landslides with pumice. Four pumice samples were collected from landslides induced by the 2018 Eastern Iburi earthquake, Hokkaido, Japan. Laboratory tests confirmed the unique low specific gravity of the pumice (1.29–1.33), indicating numerous voids within pumice particles. These voids allowed pumice to absorb a substantial amount of water (95–143%), about 9–15 times higher than other coarse-grained soils. Our flume experiments using various saturation levels (0–1) confirmed the influence of this inner-particle water absorption on pumice mobility. Because a low value of specific gravity indicates a low strength of soil, grain crushing may occur on the pumice layer, causing water from the internal voids to discharge and fluidize the transported landslide mass. Our findings indicate that such earthquake-induced landslides can be as mobile as those induced by rainfall, depending on the initial water content of the pumice layers. These conditions might be associated with water accumulation from previous rainfall events and the water-holding capability on pumice layers.</description><subject>Coarse-grained soils</subject><subject>Compressive strength</subject><subject>Earthquakes</subject><subject>Environmental risk</subject><subject>Experiments</subject><subject>Fatalities</subject><subject>Fault lines</subject><subject>Fluidizing</subject><subject>Flumes</subject><subject>Geology</subject><subject>Hydrology</subject><subject>Laboratories</subject><subject>Laboratory tests</subject><subject>Landslides</subject><subject>Landslides & mudslides</subject><subject>Mechanical properties</subject><subject>Mobility</subject><subject>Moisture content</subject><subject>Precipitation</subject><subject>Pumice</subject><subject>Rainfall</subject><subject>Seismic activity</subject><subject>Seismic response</subject><subject>Soil strength</subject><subject>Specific gravity</subject><subject>Topography</subject><subject>Voids</subject><subject>Water absorption</subject><subject>Water content</subject><issn>2073-4441</issn><issn>2073-4441</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><recordid>eNpNUE1LAzEQDaJgqT34DwKePGzN1za73kpptVDRQz0v2WTSpuxuarKL9t8bqYgzhxmG997wHkK3lEw5L8nDJxW05KTgF2jEiOSZEIJe_tuv0STGA0klyqLIyQittnvAL752jetP2Fu8UZ2JjTMQsevw29A6DY943UW32_cR2-BbrPCqGVrAy68jBNdC19-gK6uaCJPfOUbvq-V28ZxtXp_Wi_km06ykfWZzZUFKVTNNjDFg85pwZWczRakmrC6tLVhplAFtrFRM1SKvmcyNJZoSW_IxujvrHoP_GCD21cEPoUsvKyaZ4MmYFAk1PaN2qoHKddb3QenUBpId34F16T4vKMmpYIwlwv2ZoIOPMYCtjsmXCqeKkuon2uovWv4NALxquw</recordid><startdate>20221001</startdate><enddate>20221001</enddate><creator>Noviandi, Rozaqqa</creator><creator>Gomi, Takashi</creator><creator>Kharismalatri, Hefryan S.</creator><creator>Sidle, Roy C.</creator><creator>Ritonga, Rasis P.</creator><creator>Shiraki, Katsushige</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><orcidid>https://orcid.org/0000-0002-5004-4154</orcidid><orcidid>https://orcid.org/0000-0002-5469-2810</orcidid></search><sort><creationdate>20221001</creationdate><title>The Mobility of Landslides in Pumice: Insights from a Flume Experiment</title><author>Noviandi, Rozaqqa ; 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Previous studies mentioned enhanced mobility of earthquake-induced landslides in volcanic deposits compared to those from other geologic/soil settings. A flume apparatus constructed at a 1:300 scale was used to examine the mobility of landslides with pumice. Four pumice samples were collected from landslides induced by the 2018 Eastern Iburi earthquake, Hokkaido, Japan. Laboratory tests confirmed the unique low specific gravity of the pumice (1.29–1.33), indicating numerous voids within pumice particles. These voids allowed pumice to absorb a substantial amount of water (95–143%), about 9–15 times higher than other coarse-grained soils. Our flume experiments using various saturation levels (0–1) confirmed the influence of this inner-particle water absorption on pumice mobility. Because a low value of specific gravity indicates a low strength of soil, grain crushing may occur on the pumice layer, causing water from the internal voids to discharge and fluidize the transported landslide mass. Our findings indicate that such earthquake-induced landslides can be as mobile as those induced by rainfall, depending on the initial water content of the pumice layers. These conditions might be associated with water accumulation from previous rainfall events and the water-holding capability on pumice layers.</abstract><cop>Basel</cop><pub>MDPI AG</pub><doi>10.3390/w14193083</doi><orcidid>https://orcid.org/0000-0002-5004-4154</orcidid><orcidid>https://orcid.org/0000-0002-5469-2810</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Coarse-grained soils Compressive strength Earthquakes Environmental risk Experiments Fatalities Fault lines Fluidizing Flumes Geology Hydrology Laboratories Laboratory tests Landslides Landslides & mudslides Mechanical properties Mobility Moisture content Precipitation Pumice Rainfall Seismic activity Seismic response Soil strength Specific gravity Topography Voids Water absorption Water content |
title | The Mobility of Landslides in Pumice: Insights from a Flume Experiment |
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