Atsuhiko KINOSHITA’s research while affiliated with national institute for land and infrastructure and other places

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Publications (26)


Landslide risk assessment based on topographical and geological characteristics :地形・地質的特性に基づく豪雨による崩壊危険度評価の試み: Case study for the Nachi River basin suffered from severe flooding during Typhoon Talas in 2011―2011年紀伊半島大水害時の那智川流域を対象として―
  • Article

February 2024

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5 Reads

Journal of the Japan Landslide Society

Makoto MATSUZAWA

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Tatsuya ITO

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Chiyoshi MINAMI

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[...]

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Yasutaka TANAKA



Results of slaking tests and X-ray diffraction analysis of rocks constituting the landslide dams formed by the 2011 Typhoon Talas and the stability of the dams2011年台風第12号により発生した天然ダムを構成する岩石のスレーキング試験・X線回折分析の結果と天然ダムの安定性
  • Article
  • Full-text available

February 2022

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28 Reads

Journal of the Japan Landslide Society

Download



Effects of cracks on the ion leaching of gravitationally deformed slope

February 2019

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3 Reads

Journal of the Japan Landslide Society

In recent years, water analysis has been proposed as a method to extract the potential slopes of deep-seated landslides. Although this technique can be used to predict the site of groundwater spring by water analysis, it does not take into consideration changes in the characteristics of leaching ions due to bedrock condition. Therefore, in the current study, we conducted a leaching test on boring cores weathered under different conditions for differences in ion concentration. We found that ion concentration changed with sample core depth and fracture opening length. Ion concentrations increased at a fracture opening length of approximately 3 mm. From these results, we conclude that cracks and bedrock weathering can influence the dissolution of ions.


The response of firefighters at the time of the flood disaster in Nachi River basin in 2011 and the efforts for future disaster mitigation

January 2018

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15 Reads

Journal of the Japan Landslide Society

In recent years, warning evacuation information for promoting early evacuation of residents from sediment-related disasters is being enhanced. Meanwhile, firefighters who encourage evacuation need to pay attention not only to sediment-related disasters but also to flood damage and so on. And there is a possibility that evacuation guidance from sediment-related disasters can not be conducted. In this research, we will summarize the relationship between the response of the firefighters and the alarm information issuance time at the time of flood in the Nachi River basin in 2011, and conducted questionnaires to the firefighters in order to examine future measures for evacuation drills. By grasping the dangerous area as for the sediment-related disasters and making the evacuation drills after creating evacuation plans, we found that there is a possibility of prompt evacuation guidance at the time of the disasters.


Lessons we can learn from the experiences of the evacuees who protected themselves from the sediment-related disaster during the Arida River Disaster in 1953

January 2018

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10 Reads

Journal of the Japan Landslide Society

In Wakayama prefecture, Kii Peninsula disaster in 2011 caused serious damage due to deep-seated landslides and river blockages. So, we found that the appropriate evacuation behavior of residents at the time of sediment-related disasters is important. As a case of the past disaster in Wakayama prefecture in 1953, the disaster in the Arida River basin large damage occurred due to the slope failures occurred in Hanazono Village (Now Katsuragi Town) and the river channel blockage being destroyed. On the other hand, in some districts, people protected themselves by rapid evacuation behaviors. In this research, we focused on the actions of people who could evacuated of warning area absence of warning evacuation information like in recent years. So, we listened to the person who experienced the disaster in 1953. We have found that people who could evacuate knew that evacuation sites and have the knowledge of sediment-related disasters. So, they could evacuate rapidly and it led to the reduction of the damage.


The classification of landslide dams based on duration time until overtopping erosion

March 2016

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16 Reads

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2 Citations

The viable countermeasures to prevent damages from overtopping erosion of landslide dams depend largely on duration time until overtopping erosion. In this study, we collected and organized resources relevant to the duration times of past landslide dams and defined a clear relationship among basin area, reservoir storage, and duration time. Therefore, the viable countermeasures were organized by basin area and reservoir storage of the dam-forming position based on duration time. Duration time was classified into five stages based on basin area and reservoir storage. According to this classification, it is possible to predict approximately duration time until overtopping erosion for the scale of landslide dam in each point of the basin. Then, it is possible to consider the viable countermeasures of previous landslide dams and necessary advance preparations. However, the duration time of landslide dams caused by earthquakes had a low accuracy of classification compared to by heavy rain regarding consequences to factors other than the basin area and reservoir storage of the dam-forming position.


Citations (10)


... However, effectively leveraging this vast amount of video footage for operational purposes, such as tsunami detection, remains challenging (MLIT 2023). Demonstrations of the potential use of CCTV footage for detecting landslide-related disasters (Kinoshita et al. 2022) and observing river water levels (Sakai et al. 2015) have been conducted. The widespread deployment of coastal CCTV cameras illustrates their potential to enhance the coverage and resolution of the observational network for tsunami detection, complementing specialized offshore equipment. ...

Reference:

Potential for Tsunami Detection via CCTV Cameras in Northeastern Toyama Prefecture, Japan Following the 2024 Noto Peninsula Earthquake
DEVELOPMENT OF THE DISASTER DETECTION SYSTEM BY BRIGHTNESS DIFFERENCE OF CCTV IMAGES
  • Citing Article
  • September 2022

... Based on the fact that areas of low resistivity have high clay content or rich groundwater, Sakai et al. [2016] showed the contrasts between fractured bedrock that allows groundwater to pass through easily and consolidated clay layers that groundwater are difficult to infiltrate. Thus, groundwater information can be indirectly extracted from the obtained resistivity values, which are used to investigate groundwater distribution over a wide area, including landslides [Nakayama and Igarashi, 2002 ;Nakazato et al ., 2006 ;Suzuki et al ., 2009 ;Kinoshita et al ., 2021]. For example, Nakazato et al . ...

Analysis of groundwater inflow process along faults by resistivity surveys at the 2011 deep-seated landslide in Kuridaira, Totsukawa village, Nara prefecture, Japan2011年に深層崩壊が発生した奈良県十津川村栗平地区における比抵抗探査を用いた断層沿いの地下水流入過程の検討
  • Citing Article
  • January 2021

Journal of the Japan Landslide Society

... Finally, an important caveat is the limited prediction power for large, deep landslides, and thus on total landslide volume and associated erosion and sediment fluxes. Although high R* seems essential and is a better predictor than Rt, for local groups of deep landslides (Kinoshita et al., 2013;Saito & Matsuyama, 2012), it is insufficient, as large landslides may depend on local conditions independent of the rainfall pattern (present or past). For example, in the Kii Peninsula, large Talas landslides were related to stratigraphic or geologic structures forming preexisting weakness planes (Chigira et al., 2013;Kojima et al., 2015) and/or longterm gravitational deformation (Chigira et al., 2013). ...

Rainfall conditions result in intensive deep-seated landslides : Rainfall analysis for typhoon No.12 in 2011
  • Citing Article
  • September 2013

... c) For O2, the slope deformation also increases with the elevation, and the maximum displacement occurred at the surface of the driving section of O2. It should be noted that although the slope movement at the locking section for these two subunits is small and no obvious deformation can be found in the area of maximum thickness, we cannot take this lightly because many deep seated landslide could also be triggered by rainfall (Guerricchio et al., 2012;Kinoshita et al., 2013;Kuo et al., 2013;Riaz et al., 2021). ...

Geological factors of deep-seated catastrophic landslide and physical and mechanical properties of its sliding layer triggered by the heavy rainfall associated with Typhoon Talas(T 1112)in Kii Peninsula
  • Citing Article
  • September 2013

... The earthquake in the Noto Peninsula on 1 January, 2023, triggered the formation of many landslide dams [36]. The revision of the "Act on Promotion of Sediment Disaster Countermeasures in Sediment Disaster Hazard Areas" of May, 2011, mandated emergency countermeasures to address possible large-scale landslide dam formations; this enhanced social awareness [37]. The risk of debris flow and downstream flooding increases when the regular river flow is high or countermeasures are not quickly implemented. ...

The classification of landslide dams based on duration time until overtopping erosion
  • Citing Article
  • March 2016

... However, a solid relationship cannot be found between RC and ash fall thickness. This can be explained by several reasons like ash grain size (Nomura et al., 2003), porosity (Koi et al., 2013) and crust formation (Jones et al., 2015;Kinoshita et al., 2013;Waldron, 1967) on the surface. Surface crust formation in particular decreases the infiltration capacity of the material and creates surface flow even with a very thin ash accumulation. ...

Vegetation and soil properties of Sakurajima volcanic ash and their effect on the in situ infiltration rate of surface soil
  • Citing Article
  • March 2013

... In particular, Jiang et al. (2023) demonstrated that deep-rooted species such as elms (Ulmus procera) increase slope stability by enhancing the shear strength of soil. Kinoshita et al. (2013) revealed the importance of lateral root strength for slope stability in both coniferous and broadleaf forest. Löbmann et al. (2020) highlighted the role of lateral roots from grass species (e.g. ...

Resistance force of laterally spread tree roots in Japanese cypress and cedar forests
  • Citing Article
  • January 2013

... It should be noted that the majority of landslides occur along discontinuous surfaces, such as bedding planes, where the strength of the upper layers differs from that of the lower layers. However, the strength and deformation properties of the contact surfaces between different soil layers during static and dynamic loading remain to be clarified (Sassa et al., 1995;Onoue et al., 2006;Wakai et al., 2010;Kinoshita et al., 2013). ...

Mechanism of earthquake-induced rapid landslides occurring along the bedding plane of weathered soft rock
  • Citing Article
  • January 2013

Journal of the Japan Landslide Society

... Furthermore, the accuracy of predicting sliding surface locations highly depends on the accuracy of the hydrogeological models built from field investigation data. Therefore, some studies [15][16][17] proposed alternative methods for predicting sliding surfaces, attempting to overcome the limitations of numerical methods. ...

Physical and chemical properties around slip surface by assaying samples of well-cared cores from crystalline schist area in Shikoku Islands, southwest Japan
  • Citing Article
  • January 2013

Journal of the Japan Landslide Society

... Several studies have been performed on the Higashi-Takezawa landslide (Sassa et al., 2007;Kinoshita et al., 2009;Yamabe et al., 2010). For example, Sassa et al. (2007) concluded that the Higashi-Takezawa landslide was triggered within the debris of an old landslide, and the sliding surface was developed within the sandy layers. ...

Study on geo-technical characteristics of the slip surface of a large-moved landslide triggered by the 2004 Mid-Niigata Prefecture earthquake
  • Citing Article
  • January 2009

Journal of the Japan Landslide Society