C. Dong, Z. Duan, Renwei Li, Jiang Li, Heng Li, Nianqin Wang, Jian-bing Peng, Xin Chen
{"title":"能量变化下砂质粉土的冲击液化机理","authors":"C. Dong, Z. Duan, Renwei Li, Jiang Li, Heng Li, Nianqin Wang, Jian-bing Peng, Xin Chen","doi":"10.1144/qjegh2022-122","DOIUrl":null,"url":null,"abstract":"The impact liquefaction of sediments in the path of a landslide would reduce the friction of sliding surface, leading to increase in the speed and distance of the landslide. In this study, a self-designed impact-liquefaction test was used to explore the pressure development of soil under the effect of different impact energies. The microscopic mechanisms were unravelled by using Nuclear Magnetic Resonance (NMR) and Scanning Electron Microscope (SEM) methods. The results show that the soil at the middle depth shows higher pore water pressure than at the top and bottom of the layer. Furthermore, the variation of pore water pressure in these parts is relatively stable, and the peak pressure linearly increases with impact energy. The collapse of large pores in sandy silt is the primary reason for the generation of high pore water pressures in sandy silt. But when the soils are high-energy impacted, the mesopores and small-pores are compressed and blocked, which also stimulate the pore water pressure. The result also demonstrates weak drainage behaviour of sandy silt under rapid impacting. If the impact energy is sufficient, the pore water pressure in sandy silt suppresses the dissipation, causing quick liquefaction in the interior of the sandy silt.\n \n Supplementary material:\n https://doi.org/10.6084/m9.figshare.c.6655482\n","PeriodicalId":20937,"journal":{"name":"Quarterly Journal of Engineering Geology and Hydrogeology","volume":null,"pages":null},"PeriodicalIF":1.3000,"publicationDate":"2023-05-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"2","resultStr":"{\"title\":\"Impact liquefaction mechanism of sandy silt under energy change\",\"authors\":\"C. Dong, Z. Duan, Renwei Li, Jiang Li, Heng Li, Nianqin Wang, Jian-bing Peng, Xin Chen\",\"doi\":\"10.1144/qjegh2022-122\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"The impact liquefaction of sediments in the path of a landslide would reduce the friction of sliding surface, leading to increase in the speed and distance of the landslide. In this study, a self-designed impact-liquefaction test was used to explore the pressure development of soil under the effect of different impact energies. The microscopic mechanisms were unravelled by using Nuclear Magnetic Resonance (NMR) and Scanning Electron Microscope (SEM) methods. The results show that the soil at the middle depth shows higher pore water pressure than at the top and bottom of the layer. Furthermore, the variation of pore water pressure in these parts is relatively stable, and the peak pressure linearly increases with impact energy. The collapse of large pores in sandy silt is the primary reason for the generation of high pore water pressures in sandy silt. But when the soils are high-energy impacted, the mesopores and small-pores are compressed and blocked, which also stimulate the pore water pressure. The result also demonstrates weak drainage behaviour of sandy silt under rapid impacting. If the impact energy is sufficient, the pore water pressure in sandy silt suppresses the dissipation, causing quick liquefaction in the interior of the sandy silt.\\n \\n Supplementary material:\\n https://doi.org/10.6084/m9.figshare.c.6655482\\n\",\"PeriodicalId\":20937,\"journal\":{\"name\":\"Quarterly Journal of Engineering Geology and Hydrogeology\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":1.3000,\"publicationDate\":\"2023-05-25\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"2\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"Quarterly Journal of Engineering Geology and Hydrogeology\",\"FirstCategoryId\":\"89\",\"ListUrlMain\":\"https://doi.org/10.1144/qjegh2022-122\",\"RegionNum\":4,\"RegionCategory\":\"工程技术\",\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"Q3\",\"JCRName\":\"ENGINEERING, GEOLOGICAL\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Quarterly Journal of Engineering Geology and Hydrogeology","FirstCategoryId":"89","ListUrlMain":"https://doi.org/10.1144/qjegh2022-122","RegionNum":4,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
Impact liquefaction mechanism of sandy silt under energy change
The impact liquefaction of sediments in the path of a landslide would reduce the friction of sliding surface, leading to increase in the speed and distance of the landslide. In this study, a self-designed impact-liquefaction test was used to explore the pressure development of soil under the effect of different impact energies. The microscopic mechanisms were unravelled by using Nuclear Magnetic Resonance (NMR) and Scanning Electron Microscope (SEM) methods. The results show that the soil at the middle depth shows higher pore water pressure than at the top and bottom of the layer. Furthermore, the variation of pore water pressure in these parts is relatively stable, and the peak pressure linearly increases with impact energy. The collapse of large pores in sandy silt is the primary reason for the generation of high pore water pressures in sandy silt. But when the soils are high-energy impacted, the mesopores and small-pores are compressed and blocked, which also stimulate the pore water pressure. The result also demonstrates weak drainage behaviour of sandy silt under rapid impacting. If the impact energy is sufficient, the pore water pressure in sandy silt suppresses the dissipation, causing quick liquefaction in the interior of the sandy silt.
Supplementary material:
https://doi.org/10.6084/m9.figshare.c.6655482
期刊介绍:
Quarterly Journal of Engineering Geology and Hydrogeology is owned by the Geological Society of London and published by the Geological Society Publishing House.
Quarterly Journal of Engineering Geology & Hydrogeology (QJEGH) is an established peer reviewed international journal featuring papers on geology as applied to civil engineering mining practice and water resources. Papers are invited from, and about, all areas of the world on engineering geology and hydrogeology topics. This includes but is not limited to: applied geophysics, engineering geomorphology, environmental geology, hydrogeology, groundwater quality, ground source heat, contaminated land, waste management, land use planning, geotechnics, rock mechanics, geomaterials and geological hazards.
The journal publishes the prestigious Glossop and Ineson lectures, research papers, case studies, review articles, technical notes, photographic features, thematic sets, discussion papers, editorial opinion and book reviews.