記事
Mechanical Consequence Observation and Microscopic Visualization of Internal Erosion Using Developed Plane Strain Erosion Apparatus
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CiNii Research
Mechanical Consequence Observation and Microscopic Visualization of Internal Erosion Using Developed Plane Strain Erosion Apparatus
- 資料種別
- 記事
- 著者
- Mao Ouyangほか
- 出版者
- ASTM International
- 出版年
- 2022-03-01
- 資料形態
- デジタル
- 掲載誌名
- Geotechnical Testing Journal 45 2
- 掲載ページ
- p.411-431
資料詳細
要約等：
- <jats:title>Abstract</jats:title> <jats:p>Internal erosion has been frequently reported and has caused failures and instabilities of ge...
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デジタル
- 資料種別
- 記事
- 著者標目
- 出版年月日等
- 2022-03-01
- 出版年（W3CDTF）
- 2022-03-01
- タイトル（掲載誌）
- Geotechnical Testing Journal
- 巻号年月日等（掲載誌）
- 45 2
- 掲載巻
- 45
- 掲載号
- 2
- 掲載ページ
- 411-431
- 掲載年月日（W3CDTF）
- 2022-03-01
- ISSN（掲載誌）
- 01496115
- 出版事項（掲載誌）
- ASTM International
- 対象利用者
- 一般
- DOI
- 10.1520/gtj20200298
- 作成日（W3CDTF）
- 2021-11-24
- 参照
- Employment of hydraulic model and social media data for flood hazard assessment in an urban city
- 参照
- Influence of initial fines content on fabric of soils subjected to internal erosionThe role of fines on internal instability and its impact on undrained mechanical response of gap-graded soilsExperiments on piping in sandy gravelsExperimental investigation of initiation of backward erosion piping in soilsVisualisation of seepage-induced suffusion and suffosion within internally erodible granular mediaHydromechanical modeling of granular soils considering internal erosionQuantifying the inundation impacts of earthquake-induced surface elevation change by hydrological and hydraulic modelingErosion monitoring during core overtopping using a laboratory model with digital image correlation and X-ray microcomputed tomographyInception of geohydraulic failures in granular soils – an experimental and theoretical treatmentLocal land subsidence exacerbates inundation hazard to the Kujukuri Plain, JapanExperimental investigations on suffusion characteristics and its mechanical consequences on saturated cohesionless soilTriaxial Erosion Test for Evaluation of Mechanical Consequences of Internal ErosionOptical quantification of suffosion in plane strain physical modelsErosion of GeomaterialsStress-Strain Behavior of Granular Soils Subjected to Internal ErosionTrue Triaxial Piping Test Apparatus for Evaluation of Piping Potential in Earth StructuresA Stress-controlled Erosion Apparatus for Studying Internal Erosion in SoilsEffects of geomorphological and geohydrological features on flood hazard in a coastal basinMeasurement of pressure in viewable hole erosion testSuffusion-induced change in spatial distribution of fine fractions in embankment subjected to seepage flowDrained Monotonic Responses of Suffusional Cohesionless SoilsShear wave velocity and stiffness of sand: the role of non-plastic finesAssessing Embankment Dam Filters That Do Not Satisfy Design CriteriaSeepage forces and confining pressure effects on piping erosionThe role of particle type on suffusion and suffosionInternal erosion in dike‐on‐foundation modeled by a coupled hydromechanical approachClosure to “Drained Monotonic Responses of Suffusional Cohesionless Soils” by Lin Ke and Akihiro TakahashiEstimating Porosity and Particle Size for Hydraulic Conductivity of Binary Mixed Soils Containing Two Different-Sized Silica ParticlesAn efficient technique for generating homogeneous specimens for DEM studiesModeling coupled erosion and filtration of fine particles in granular mediaInvestigation of Spatial Scale Effects on Suffusion SusceptibilityAnalysis of suffusion in cohesionless soils with randomly distributed porosity and fines contentDiscussion of “Influence of initial fines content on fabric of soils subjected to internal erosion”A coupled CFD‐DEM investigation of suffusion of gap graded soil: Coupling effect of confining pressure and fines contentStress-Strain Behavior of a Granular Fill Measured by a New Plane-Strain ApparatusThe statistics of embankment dam failures and accidentsApplication of image subtraction data to quantify suffusionThe influence of fines content and size-ratio on the micro-scale properties of dense bimodal materialsInternal stability of granular filtersConstriction-Based Retention Criterion for Granular Filter DesignSimulating Progression of Internal Erosion in Gap-Graded Sandy Gravels Using Coupled CFD-DEMOn the distinct phenomena of suffusion and suffosionDetermination of the transitional fines content of sand-non plastic fines mixturesEffects of Non-Plastic Fines on Minimum and Maximum Void Ratios of SandThe liquefaction of sands, a collapse surface approachStiffness at small strain: research and practiceExperimental Investigation of the Effects of Suffusion on Physical and Geomechanic Characteristics of Sandy SoilsGlobal flood risk under climate changePreparing Test Specimens Using UndercompactionAn Analysis of the Problem of Washing through in Protective FiltersQuick-Look Permeability Estimates Using Sidewall Samples and Porosity LogsSoil Microstructural Changes Induced by Suffusion: X-ray Computed Tomography CharacterizationNormalized behavior of very loose non-plastics soils: Effects of fabric
- 連携機関・データベース
- 国立情報学研究所 : CiNii Research
- 提供元機関・データベース
- Crossref科学研究費助成事業データベースCrossref