研究者データベース

バンダリ ネトラ プラカシュバンダリ ネトラ プラカシュ

所属部署名社会共創学部 環境デザイン学科
職名教授
Last Updated :2019/08/19

研究者基本情報

基本情報

氏名

  • 氏名

    バンダリ ネトラ プラカシュ
  • 氏名(カナ)

    バンダリ ネトラ プラカシュ

基本情報

  • アバター画像URI

    https://researchmap.jp/?action=common_download_user&upload_id=137886
  • URL

  • ORCID ID

    0000-0002-9783-5033

所属

所属・職名

  • 部署

    社会共創学部、大学院理工学研究科 生産環境工学専攻
  • 職名

    教授

学歴等

学歴

  • 20000400, 20030300, 愛媛大学, 大学院理工学研究科・博士後期課程, 生産環境工学専攻
  • 19980400, 20000300, 愛媛大学, 大学院理工学研究科・博士前期課程, 環境建設工学科
  • 19890800, 19930700, インド国・アリガルムスリム大学, 工学部, 土木工学科

学位

  • 工学博士

その他基本情報

所属学協会

  • 国際地盤災害軽減コンソーシアム
  • 日本建築学会
  • 日本地すべり学会
  • アメリカ土木学会
  • ヒマラヤン地すべり学会
  • ネパール地盤工学会
  • ネパールエンジニア協会
  • 地盤工学会
  • 土木学会
  • 国際地盤工学会(ISSMGE)
  • International Consortium on Landslides (Ehime University Alternative Representative 2003-2007)

委員歴

  • 20180100, 99990000, ネパール地盤工学会, 会長(役員会)
  • 20170600, 99990000, 地盤工学会, 第53回地盤工学会研究発表会委員会委員
  • 20170400, 99990000, 国際地盤災害軽減コンソーシアム, プロジェクト連携委員長
  • 20160000, 99990000, 地盤工学会四国支部, 監事
  • 20140100, 99990000, 国際地盤工学会 ATC3, 国内委員
  • 20130800, 99990000, Himalayan Landslide Society, 役員会 幹事
  • 20130100, 99990000, 国際地盤工学会 ATC10, 国内委員
  • 20080400, 20171200, ネパール地盤工学会, 副会長(役員会), ネパール地盤工学会
  • 20071000, 20090900, ネパールエンジニア協会, Co-Chairman, International Relation Committee, ネパールエンジニア協会
  • 20060400, 20080300, ネパール地盤工学会, 役員, ネパール地盤工学会
  • 20030500, 20050400, ネパールエンジニア協会, 日本支部長, ネパールエンジニア協会
  • 20180100
  • 20080400, 20171200
  • 20071000, 20090900
  • 20060400, 20080300
  • 20030500, 20050400

経歴

  • 20190400, 99990000, 愛媛大学(教授)
  • 20170400, 99990000, 愛媛大学(副センター長)
  • 20160400, 20190300, 愛媛大学(准教授)
  • 20150400, 20190300, 愛媛大学(准教授)
  • 20070400, 20150300, 愛媛大学(助教)
  • 20030400, 20070300, 愛媛大学(助手)
  • 19941100, 19971000, ネパール工科大学(Assistant Professor)
  • 19930900, 19941000, JAYEE建設会社(ネパール)(道路建設エンジニア)

研究活動情報

研究分野等

研究分野

  • 社会・安全システム科学, 自然災害科学・防災学, 災害に強い地域社会
  • 土木工学, 地盤工学, 地盤災害・地盤防災

研究キーワード

  • 災害に強い地域社会
  • 地すべり
  • 斜面災害
  • 土の残留強度
  • 粘土鉱物
  • 地理情報システム(GIS)

著書・発表論文等

論文

  • GIS based Landslide Susceptibility Mapping using Artificial Neural Network (ANN) Model in South Sulawesi Province, Indonesia, ABDUL RACHMAN RASYID, NETRA P. BHANDARY, RYUICHI YATABE, AND IHSAN, International Journal of Earth Sciences and Engineering, 20180400, [査読有り], 0974-5904, 10.21276/ijee.2018.11.0201
  • An analytical study on intentions of disaster prevention expert candidates, Toru Futagami, Tsuyoshi Hatori, Netra Prakash Bhandary, Journal of Disaster Research, 20170800, [査読有り], [招待有り], 18812473, 10.20965/jdr.2017.p0748
  • Large-scale landslide inventory mapping in lesser Himalaya of Nepal using geographic information system, Manita Timilsina, Netra Prakash Bhandary, Ranjan Kumar Dahal, Ryuichi Yatabe, GIS Landslide, 20170516, 10.1007/978-4-431-54391-6_6
  • Landslide inventory: Challenge for landslide hazard assessment in Indonesia, Ngadisih, Guruh Samodra, Netra Prakash Bhandary, Ryuichi Yatabe, GIS Landslide, 20170500, 10.1007/978-4-431-54391-6_8
  • Performance of frequency ratio and logistic regression model in creating GIS based landslides susceptibility map at Lompobattang Mountain, Indonesia, Rasyid, A.R., Bhandary, N.P. & Yatabe, R., Geoenvironmental Disasters, 20161200, [査読有り]
  • The 2015 Nepal Gorkha Earthquake: An overview of the damage, lessons learned and challenges, H. Hazarika, N. P. Bhandary, Y. Kajita, K. Kasama, K. Tsukahara, R. K. Pokharel, Lowland Technology International, 20160900, [査読有り], 13449656
  • Logistic regression and artificial neural network models for mapping of regional-scale landslide susceptibility in volcanic mountains of West Java (Indonesia), Ngadisih, Netra P. Bhandary, Ryuichi Yatabe, Ranjan K. Dahal, AIP Conference Proceedings, 20160500, [査読有り], 1551-7616|0094-243X, 10.1063/1.4947407
  • Seepage and slope stability modelling of rainfall-induced slope failures in topographic hollows, Kiran Prasad Acharya, Netra Prakash Bhandary, Ranjan Kumar Dahal, Ryuichi Yatabe, Geomatics, Natural Hazards and Risk, 20160300, [査読有り], 1947-5705|1947-5713, 10.1080/19475705.2014.954150
  • Deterministic slope failure hazard assessment in a model catchment and its replication in neighbourhood terrain, Kiran Prasad Acharya, Ryuichi Yatabe, Netra Prakash Bhandary, Ranjan Kumar Dahal, Geomatics, Natural Hazards and Risk, 20160100, [査読有り], 1947-5705|1947-5713, 10.1080/19475705.2014.880856
  • GIS-based frequency ratio and logistic regression modelling for landslide susceptibility mapping of Debre Sina area in central Ethiopia, Matebie Meten, Netra Prakash Bhandary, Ryuichi Yatabe, Journal of Mountain Science, 20151100, [査読有り], 1672-6316, 10.1007/s11629-015-3464-3
  • Application of GIS-based fuzzy logic and rock engineering system (RES) approaches for landslide susceptibility mapping in Selelkula area of the Lower Jema River Gorge, Central Ethiopia, Matebie Meten, Netra Prakash Bhandary, Ryuichi Yatabe, Environmental Earth Sciences, 20150800, [査読有り], 1866-6280|1866-6299, 10.1007/s12665-015-4377-8
  • 3D SEM Approach to Evaluate the Stability of Large-Scale Landslides in Nepal Himalaya, Ram Chandra Tiwari, Netra Prakash Bhandary, Ryuichi Yatabe, Geotechnical and Geological Engineering, 20150800, [査読有り], 0960-3182, 10.1007/s10706-015-9858-8
  • Numerical analysis on influence of principal parameters of topography on hillslope instability in a small catchment, Kiran Prasad Acharya, Netra Prakash Bhandary, Ranjan Kumar Dahal, Ryuichi Yatabe, Environmental Earth Sciences, 20150500, [査読有り], 1866-6280|1866-6299, 10.1007/s12665-014-3819-z
  • Disaster risk reduction knowledge of local people in Nepal, Gangalal Tuladhar, Ryuichi Yatabe, Ranjan Kumar Dahal and Netra Prakash Bhandary, Geoenvironmental Disasters, 20150200, [査読有り]
  • 3-D elasto-plastic spectral element application to evaluate the stability of large-scale landslides, Ram Chandra Tiwari, Netra Prakash Bhandary, Ryuichi Yatabe, Geomechanics and Geoengineering, 20150200, [査読有り], 10.1080/17486025.2014.985337
  • 3-D elasto-plastic spectral element application to evaluate the stability of large-scale landslides, R. C. Tiwari, N. P. Bhandary, R. Yatabe, Geomechanics and Geoengineering, 20150100, [査読有り], 1748-6033|1748-6025, 10.1080/17486025.2014.985337
  • Identification of major factors affecting spatial and temporal variation of water quality in Kathmandu Basin, Nepal, using multivariate statistical analysis, Dhundi Raj Pathak, Ryuichi Yatabe, Netra Prakash Bhandary, International Journal of Water, 20150100, [査読有り], 1465-6620|1741-5322, 10.1504/IJW.2015.070357
  • Report on a reconnaissance survey of damage in Kathmandu caused by the 2015 Gorkha Nepal earthquake, Mitsu Okamura, Netra P. Bhandary, Shinichiro Mori, Narayan Marasini, Hemanta Hazarika, Soils and Foundations, 20150100, [査読有り], 0038-0806|1881-1418, 10.1016/j.sandf.2015.09.005
  • Distribution probability of large-scale landslides in central Nepal, Manita Timilsina, Netra P. Bhandary, Ranjan Kumar Dahal, Ranjan Kumar Dahal, Ryuichi Yatabe, Geomorphology, 20141200, [査読有り], 0169-555X, 10.1016/j.geomorph.2014.05.031
  • Spectral element analysis to evaluate the stability of long and steep slopes, Ram Chandra Tiwari, Netra Prakash Bhandary, Ryuichi Yatabe, Acta Geotechnica, 20141000, [査読有り], 1861-1133|1861-1125, 10.1007/s11440-013-0292-x
  • 3-D Elasto-Plastic SEM Approach for Pseudo-Static Seismic Slope Stability Charts for Natural Slopes, R. C. Tiwari, N. P. Bhandary, R. Yatabe, Indian Geotechnical Journal, 20140900, [査読有り], 0046-8983|2277-3347, 10.1007/s40098-013-0086-y
  • Strength Recovery from Residual-State of Shear on Soils, Deepak R. Bhat, N. P. Bhandary, R. Yatabe, Ranjan K. Dahal, Ram C. Tiwari, Indian Geotechnical Journal, 20140300, [査読有り], 0046-8983|2277-3347, 10.1007/s40098-013-0066-2
  • Public School Earthquake Safety Program in Nepal, Amod Mani Dixit, Ryuichi Yatabe, Ranjan Kumar Dahal, Ranjan Kumar Dahal, Netra Prakash Bhandary, Geomatics, Natural Hazards and Risk, 20140100, [査読有り], 1947-5705|1947-5713, 10.1080/19475705.2013.806363
  • Knowledge of disaster risk reduction among school students in Nepal, Gangalal Tuladhar, Ryuichi Yatabe, Ranjan Kumar Dahal, Netra Prakash Bhandary, Geomatics, Natural Hazards and Risk, 20140100, [査読有り], 1947-5705|1947-5713, 10.1080/19475705.2013.809556
  • Shear strength recovery of clayey soils following discontinuation of shear at a Residual state, Deepak R. Bhat, Netra P. Bhandary, Ryuichi Yatabe, Landslide Science for a Safer Geoenvironment, 20140100, [査読有り], 10.1007/978-3-319-04999-1_42
  • Non-structural earthquake vulnerability assessment of major hospital buildings in Nepal, Amod Mani Dixit, Ryuichi Yatabe, Ramesh Guragain, Ranjan Kumar Dahal, Netra Prakash Bhandary, Georisk, 20140100, [査読有り], 1749-9526|1749-9518, 10.1080/17499518.2013.805629
  • Topo-stress based probabilistic model for shallow landslide susceptibility zonation in the Nepal Himalaya, Ranjan Kumar Dahal, Netra Prakash Bhandary, Shuichi Hasegawa, Ryuichi Yatabe, Environmental Earth Sciences, 20140100, [査読有り], 1866-6280|1866-6299, 10.1007/s12665-013-2774-4
  • Slow shearing rates effect on residual strength of landslide soils, D. R. Bhat, R. Yatabe, N. P. Bhandary, Geotechnical Special Publication, 20140100, [査読有り], 0895-0563, 10.1061/9780784413388.030
  • Creeping displacement behavior of clayey soils in a new creep test apparatus, D. R. Bhat, R. Yatabe, N. P. Bhandary, Geotechnical Special Publication, 20140100, [査読有り], 0895-0563, 10.1061/9780784413388.028
  • Strength recovery of landslide soils from the residual state of shear, Deepak Raj Bhat, Ryuichi Yatabe, Netra P. Bhandary, Geotechnical Special Publication, 20140100, [査読有り], 0895-0563, 10.1061/9780784413388.026
  • Integration of statistical and heuristic approaches for landslide risk analysis: A case of volcanic mountains in West Java Province, Indonesia, Ngadisih, Ryuichi Yatabe, Netra P. Bhandary, Ranjan K. Dahal, Ranjan K. Dahal, Georisk, 20140100, [査読有り], 1749-9526|1749-9518, 10.1080/17499518.2013.826030
  • Use of a Sparse Geo-Info Database and Ambient Ground Vibration Survey in Earthquake Disaster Risk Study − A Case of Kathmandu Valley −, Netra Prakash Bhandary, Ryuichi Yatabe, Koji Yamamoto, Youb Raj Paudyal, Journal of Civil Engineering Research, 20140000, [査読有り]
  • Residual-state creep behavior of typical clayey soils, Deepak R. Bhat, N. P. Bhandary, R. Yatabe, Natural Hazards, 20131200, [査読有り], 0921-030X|1573-0840, 10.1007/s11069-013-0799-3
  • Evaluation of factor of safety for vegetated and barren soil slopes with limit equilibrium computations, R. C. Tiwari, N. P. Bhandary, R. Yatabe, D. R. Bhat, Geomechanics and Geoengineering, 20131200, [査読有り], 1748-6033|1748-6025, 10.1080/17486025.2012.744101
  • Finite element modelling and parametric analyses of a long-span pocket-type rockfall interceptive cable-net structure, Shanker Dhakal, Netra Prakash Bhandary, Ryuichi Yatabe, Naoki Kinoshita, Landslide Science and Practice: Risk Assessment, Management and Mitigation, 20131200, [査読有り], 10.1007/978-3-642-31319-6-76
  • Study of preexisting shear surfaces of reactivated landslides from a strength recovery perspective, Deepak R. Bhat, R. Yatabe, N. P. Bhandary, Journal of Asian Earth Sciences, 20131100, [査読有り], 1367-9120|1878-5786, 10.1016/j.jseaes.2013.08.023
  • Effect of Shearing Rate on Residual Strength of Kaolin Clay, Deepak Raj Bhat, N. P. Bhandary, R. Yatabe, Electronic Journal of Geotechnical Engineering, 20130800, [査読有り]
  • High-Order FEM Formulation for 3-D Slope Instability, Tiwari Ram Chandra, Bhandary Netra Prakash, Yatabe Ryuichi, Applied Mathematics, 20130500, [査読有り]
  • Initiatives for earthquake disaster risk management in the Kathmandu Valley, Amod Mani Dixit, Ryuichi Yatabe, Ranjan Kumar Dahal, Netra Prakash Bhandary, Natural Hazards, 20130500, [査読有り], 0921-030X|1573-0840, 10.1007/s11069-013-0732-9
  • Rainfall event-based landslide susceptibility zonation mapping, Netra Prakash Bhandary, Ranjan Kumar Dahal, Ranjan Kumar Dahal, Manita Timilsina, Ryuichi Yatabe, Natural Hazards, 20130500, [査読有り], 0921-030X|1573-0840, 10.1007/s11069-013-0715-x
  • New numerical scheme in the finite-element method for evaluating the root-reinforcement effect on soil slope stability, R. C. Tiwari, N. P. Bhandary, R. Yatabe, D. R. Bhat, Geotechnique, 20130200, [査読有り], 0016-8505|1751-7656, 10.1680/geot.11.P.039
  • Basement topography of the Kathmandu Basin using microtremor observation, Youb Raj Paudyal, Ryuichi Yatabe, Netra Prakash Bhandary, Ranjan Kumar Dahal, Journal of Asian Earth Sciences, 20130100, [査読有り], 1367-9120|1878-5786, 10.1016/j.jseaes.2012.11.011
  • Areal distribution of large-scale landslides along highway corridors in central Nepal, Netra Prakash Bhandary, Ryuichi Yatabe, Ranjan Kumar Dahal, Ranjan Kumar Dahal, Shuichi Hasegawa, Hideki Inagaki, Georisk, 20130100, [査読有り], 1749-9526|1749-9518, 10.1080/17499518.2012.743377
  • The impact of retrofitting work on awareness raising and knowledge transfer in Aceh Province, Indonesia, Hari Darshan Shrestha, Jishnu Subedi, Ryuichi Yatabe, Netra Prakash Bhandary, International Journal of Disaster Risk Science, 20130100, [査読有り], 2095-0055, 10.1007/s13753-013-0019-5
  • A new concept of residual-state creep test to understand the creeping behavior of clayey soils, Deepak Raj Bhat, Netra P. Bhandary, Ryuichi Yatabe, Ram C. Tiwari, Geotechnical Special Publication, 20121200, [査読有り], 0895-0563, 10.1061/9780784412121.071
  • New numerical scheme in finite element method for the effective evaluation of the vegetation effects on slope stability modeling, R. C. Tiwari, N. P. Bhandary, R. Yatabe, D. R. Bhat, Geotechnical Special Publication, 20121200, [査読有り], 0895-0563, 10.1061/9780784412121.059
  • Seismic microzonation of densely populated area of kathmandu valley of nepal using microtremor observations, Y. R. Paudyal, N. P. Bhandary, R. Yatabe, Journal of Earthquake Engineering, 20121100, [査読有り], 1363-2469, 10.1080/13632469.2012.693242
  • A replication of landslide hazard mapping at catchment scale, Ranjan Kumar Dahal, Shuichi Hasegawa, Netra Prakash Bhandary, Prem Prasad Poudel, Atsuko Nonomura, Ryuichi Yatabe, Geomatics, Natural Hazards and Risk, 20120600, [査読有り], 1947-5705|1947-5713, 10.1080/19475705.2011.629007
  • A study of local amplification effect of soil layers on ground motion in the Kathmandu Valley using microtremor analysis, Y. R. Paudyal, R. Yatabe, N. P. Bhandary, R. K. Dahal, Journal of Earthquake Engineering and Engineering Vibration, 20120600, [査読有り], 10001301
  • Numerical and analytical investigation towards performance enhancement of a newly developed rockfall protective cable-net structure, S. Dhakal, S. Dhakal, N. P. Bhandary, R. Yatabe, N. Kinoshita, Natural Hazards and Earth System Science, 20120400, [査読有り], 1684-9981|1561-8633, 10.5194/nhess-12-1135-2012
  • Vulnerability assessment and retrofitting of existing school buildings: A case study of Aceh, Hari Darshan Shrestha, Ryuichi Yatabe, Netra Prakash Bhandary, Jishnu Subedi, International Journal of Disaster Resilience in the Built Environment, 20120200, [査読有り], 1759-5908|1759-5916, 10.1108/17595901211201132
  • Typical morphometric and geological characteristics of large-scale landslides in central Nepal, Manita Timilsina, Netra Prakash Bhandary Ryuichi Yatabe, Ranjan K. Dahal, Journal of Nepal Geological Society, 20120000, [査読有り]
  • Experimental, numerical and analytical modelling of a newly developed rockfall protective cable-net structure, S. Dhakal, N. P. Bhandary, R. Yatabe, N. Kinoshita, Natural Hazards and Earth System Science, 20111200, [査読有り], 1684-9981|1561-8633, 10.5194/nhess-11-3197-2011
  • Characteristic Features of Deep-Seated Landslides in Mid-Nepal Himalayas: Spatial Distribution and Mineralogical Evaluation, N. P. Bhandary, R. Yatabe, S. Hasegawa, R. K. Dahal, Geo-Institute, ASCE, USAAdvances in Geotechnical Engineering, J. Han & D. E. Alzamora (eds), Proc. Geo Frontiers 2011, 20110500, [査読有り], 0895-0563, 10.1061/41165(397)173
  • Residual-state creep test in modified torsional ring shear machine: Methods and implications, Deepak Raj Bhat, Netra Prakash Bhandary, Ryuichi Yatabe, Ram Chandra Tiwari, International Journal of GEOMATE, 20110000, [査読有り], 21862982
  • Simulation of root-reinforcement effect in natural slopes based on progressive failure in soil-root interaction, Ram Chandra Tiwari, Netra Prakash Bhandary, Ryuichi Yatabe, Deepak Raj Bhat, International Journal of GEOMATE, 20110000, [査読有り], 21862982
  • GIS-based highway maintenance prioritization model: an integrated approach for highway maintenance in Nepal mountains, Bhoj Raj Pantha, Ryuichi Yatabe, Netra Prakash Bhandary, Journal of Transport Geography, 20100500, [査読有り], 0966-6923, 10.1016/j.jtrangeo.2009.06.016
  • GIS-based highway maintenance prioritization model: an integrated approach for highway maintenance in Nepal mountains, Bhoj Raj Pantha, Ryuichi Yatabe, Netra Prakash Bhandary, Journal of Transport Geography, 20100400, [査読有り], 10.1016/j.jtrangeo.2009.06.016
  • Optimal preliminary highway alignment, with slope disaster risk management, in Himalayan regions, Bhoj Raj Pantha, Ryuichi Yatabe, Netra Prakash Bhandary, Transportation Research Record, 20091200, [査読有り], 2169-4052|0361-1981, 10.3141/2120-10
  • Comparative analysis of contributing parameters for rainfall-triggered landslides in the Lesser Himalaya of Nepal, Ranjan Kumar Dahal, Shuichi Hasegawa, Minoru Yamanaka, Santosh Dhakal, Netra Prakash Bhandary, Ryuichi Yatabe, Environmental Geology, 20090700, [査読有り], 0943-0105, 10.1007/s00254-008-1531-6
  • Causes of large-scale landslides in the Lesser Himalaya of central Nepal, Shuichi Hasegawa, Ranjan Kumar Dahal, Ranjan Kumar Dahal, Minoru Yamanaka, Netra Prakash Bhandary, Ryuichi Yatabe, Hideki Inagaki, Environmental Geology, 20090500, [査読有り], 0943-0105, 10.1007/s00254-008-1420-z
  • GIS-based landslide susceptibility zonation for roadside slope repair and maintenance in the Himalayan region, Pantha Bhoj Raj, Yatabe Ryuichi, Bhandary Netra Prakash, EPISODES, 20081200, [査読有り]
  • Groundwater flow modeling for effective implementation of landslide stability enhancement measures: A case of landslide in Shikoku, Japan, H. K. Shrestha, R. Yatabe, N. P. Bhandary, Landslides, 20080800, [査読有り], 1612-5118|1612-510X, 10.1007/s10346-008-0121-8
  • Use of groundwater flow model in the analysis of a creeping landslide in western Japan, Hari Krishna Shrestha, Ryuichi Yatabe, Netra Prakash Bhandary, Episodes, 20060300, [査読有り], 07053797
  • 蛇紋岩地すべりの発生機構に対する地盤工学的検討, 矢田部 龍一, バンダリー ネトラ, 岡村 未対, 日本粘土学会粘土科学, 20060000, [査読有り], 0470-6455|2186-3563, 10.11362/jcssjnendokagaku1961.46.16
  • Groundwater flow model in implementation of landslide stability enhancement measures, EPISODES, A Journal of International Geoscience (IUGS), 20060000, [査読有り]
  • 平成16年の四国の台風災害の概要と特性, 矢田部龍一、長谷川修一、ネトラ・バンダリ、岡村未対, 自然災害科学, 20050600, [査読有り]

書籍等出版物

作品

MISC

  • GIS landslide, Hiromitsu Yamagishi, Netra Prakash Bhandary, GIS Landslide, 1, 230, 20170516, 10.1007/978-4-431-54391-6, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85033717180&origin=inward, © Springer Japan KK 2017. All rights reserved. This book presents landslide studies using the geographic information system (GIS), which includes not only the science of GIS and remote sensing, but also technical innovations, such as detailed light detection and ranging profiles, among others. To date most of the research on landslides has been found in journals on topography, geology, geo-technology, landslides, and GIS, and is limited to specific scientific aspects. Although journal articles on GIS using landslide studies are abundant, there are very few books on this topic. This book is designed to fill that gap and show how the latest GIS technology can contribute in terms of landslide studies. In a related development, the GIS Landslide Workshop was established in Japan 7 years ago in order to communicate and solve the scientific as well as technical problems of GIS analyses, such as how to use GIS software and its functions. The workshop has significantly contributed to progress in the field. Included among the chapters of this book are GIS using susceptibility mapping, analyses of deep-seated and shallow landslides, measuring and visualization of landslide distribution in relation to topography, geological facies and structures, rivers, land use, and infrastructures such as roads and streets. Filled with photographs, figures, and tables, this book is of great value to researchers in the fields of geography, geology, seismology, environment, remote sensing, and atmospheric research, as well as to students in these fields.
  • Enhancing landslides susceptibility mapping by combining InSAR processed images into the statistic model of Bawakaraeng mountain, Indonesia, Ilham Alimuddin, Luhur Bayuaji, Abdul Rachman Rasyid, Abdul Rachman Rasyid, Purwanto, Bambang Setiadi, Netra Prakash Bhandary, Ryuichi Yatabe, 37th Asian Conference on Remote Sensing, ACRS 2016, 2, 1351, 1355, 20160101, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85018401608&origin=inward, Landslides have been one of the major natural disasters in most countries in the world. Indonesia has experienced landslides events annually in its mountainous areas and has been generating increasing number of casualties in recent years. One way of preventing the number of casualties from these landslides is by identifying those landslides prone areas and mitigates it by providing susceptible maps. Remote Sensing (RS) and Geographic Information Systems (GIS) are 2 growing modern technologies that have been used by many researchers in the provision of Landslides Susceptibility Maps (LSM). LSM has been created by many kinds approach by simple methodology like overlaying several parameters layers in GIS to combined methodologies such as using statistical approach and validation with remote sensing images or ground survey. The study area covers a mountainous area named Bawakaraeng and Lompobattang Mountain in South Sulawesi Province, Indonesia where rock formations are dominated by Miocene erupted volcanic. The objective of this research is trying to enhance the existing LSM created using frequency ratio model with higher resolution raster image of causal factors parameters used to create the LS index maps. In this research, we attempted to use the raster image created from Differential Interferometry of Synthetic Aperture Radar (SAR) image processing of ALOS PALSAR1 images of DInSAR repeated-pass method. The raw data is SAR level 1 data with 5 scenes of different acquisition year of 2007, 2008, 2009, 2010, and 2011 of similar seasons. We have processed 3 pairs of SAR and the raster image generated have indicated areas where slight surface displacement have occurred and confirmed where cracks were found that initiated surface movement of future landslides. This image was used to validate the landslide incidence location and as one parameter of the causal factors in frequency ratio analysis in enhancing the creation of LSM. The result showed zone of prone areas to landslides graded based on the Landslide Susceptibility Index.
  • Method of residual-state creep test to understand the creeping behaviour of landslide soils, Deepak Raj Bhat, Netra P. Bhandary, Ryuichi Yatabe, Landslide Science and Practice: Early Warning, Instrumentation and Monitoring, 2, 635, 642, 20131200, 10.1007/978-3-642-31445-2-83, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84885682056&origin=inward, Many researchers have studied creeping behaviour of landslide soils in the laboratory using both odometer and triaxial tests; however in most cases, they have only concentrated on the pre-peak creep behaviour of soil, which does not adequately explain the creep movement of landslides that undergo large displacements at close-to-residual state of shear. This necessitates the importance of further studying creep behaviour of clayey soils in residual-state of shear. In order to investigate creep behaviour of clayey soils, a method of residual-state creep test in a modified torsional ring shear machine is developed in laboratory, which can simulate the creeping behaviour of a large-scale landslide. This paper discusses on the typical results obtained from four representative landslide soils, i.e., commercially available Kaolin clay and three other samples from the landslide area in Japan and Nepal which have higher percentage of smectite, chlorite, and mica. Finally, possibilities towards displacement prediction are discussed. © Springer-Verlag Berlin Heidelberg 2013.
  • Seismic Damage Risk Evaluation through Ambient Ground Vibration Survey in Kathmandu Valley, N. P. Bhandary, Y. R. Paudyal, R. K. Dahal, and R. Yatabe, Proceedings of the 18th SOUTHEAST ASIAN GEOTECHNICAL CONFERENCE CUM INAUGURAL AGSSEA CONFERENCE, 20130500, 978-981-07-4949-1, The Himalayan mountains and their surroundings are hit by a major earthquake in 100-year or less interval. A study conducted in 2002 revealed that Kathmandu valley of Nepal will suffer a great damage if an M8.0 class earthquake hits the region again. In this study, we conduct an ambient ground vibration survey in the valley, which has a thick lacustrine lake deposit, and analyze the recorded data so as to prepare a seismic damage risk map based on the natural periods of the ground. A portable velocity sensor was used in the survey at 172 locations covering the valley core. Fourier analysis of each recorded dataset yielded natural periods of the surveyed ground points, which were then interpreted in terms of the seismic damage risk map.
  • Simplified Numerical Implementations in Current Slope Instability Computations, R. C. Tiwari, N. P. Bhandary, R. Yatabe and R. K. Dahal, Proceedings of the 18th SOUTHEAST ASIAN GEOTECHNICAL CONFERENCE CUM INAUGURAL AGSSEA CONFERENCE, 20130500, 978-981-07-4949-1, This paper mainly focuses on current numerical implementations in slope instability computations. We successfully implemented two simplified numerical procedures in one sample problem referring from Smith and Griffiths’ book entitled “Programming the finite element method, third edition, John Wiley and Sons, New York, 2003”, that was originally solved by the finite element method (FEM). This paper briefly describes the implemented numerical procedures, their scopes and limitations. Result shows that the SEM based procedure is found to be more effective to handle simple to complex problem of small to large-scale problem domain due to its effective computational capacity as well as a higher degree of work accuracy. For this, newly released open source programs SPECFEM3D_GEOTECH [3] along with FEM program [10] have been used.
  • Erratum: Modification of a torsional ring shear apparatus to understand the creeping behaviors of landslide soils, Deepak Raj Bhat, Netra P. Bhandary, Ryuichi Yatabe, Ranjan K. Dahal, Ram C. Tiwari, International Journal of Geotechnical Engineering, 7, 447, 20130101, 19386362, 10.1179/1938636213Z.00000000044, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84922695806&origin=inward
  • Characteristic Features of Deep-Seated Landslides in Mid-Nepal Himalayas: Spatial Distribution and Mineralogical Evaluation, Bhandary NP, Yatabe R, Hasegawa S, Dahal RK, Proc. Geo-Frontiers Congress 2011, 20120400, 10.1061/41165(397)173, Landslides, primarily occurring in deep-seated landslide areas, frequently damage important roads in Nepal and contribute to massive economic losses and public suffering every year. Efforts to understand these landslides, which are often only regarded as geological phenomena, through material shear behaviour however remain insignificantly reported. In order to narrow this research gap, this paper first addresses spatial distribution of these landslides in about 150-km arterial road corridors in central Nepal, and then discusses their occurrence mechanism in terms of a relation between material shear strength and mineralogical composition. The deep-seated landslide inventory prepared out of the aerial photos and topo-sheets revealed that the landslide distribution is dominant in phyllitic and slate zones of geology while the laboratory tests on clay materials, sampled from 15 locations in the study area, in ring shear machine and x-ray diffractometer exhibited that the landslide soils, especially from the phyllitic area, possess comparatively high angle of shear resistance in a range of 20–30 degrees with remarkable influence of mica and chlorite composition, whose increased relative amount was found to result in notable decrease of the angle of shear resistance.
  • A proposal on improved impact load specification for the design of a rockfall interceptive cable-net structure, Shanker Dhakal, Netra P. Bhandary, Ryuichi Yatabe, Naoki Kinoshita, Proceedings of the 9th International Conference on Shock and Impact Loads on Structures, 269, 278, 20111201, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84860258692&origin=inward, The usual way to specify the impact load onto the rockfall protective structures has been through the impact energy (kinetic energy) of the falling rock-boulder. The same philosophy was adopted during the full-scale test campaign of a newly developed interceptive system in Japan, known as the Long-span Pocket-type Rock-net (LPR). The LPR was required to resist fully the specified kinetic energy that was achieved via an arbitrary combination of the mass and the velocity (or falling height) of the impacting concrete block. However, it is very practical that there exist other variables that may independently characterize the impact of rockfall onto the protective structures while giving the same specified impact energy! Few important of them could be the density of rock-block, its velocity, or size, idealized block-shape, impact point, multi-rock impact, etc. Their effects should be scientifically quantified and appropriately incorporated either explicitly or implicitly (approximately) in the design. Setting this hypothesis, the authors carried out a numerical parametric study involving the nonlinear dynamic analyses using the Finite Element code of LS-DYNA, and the effects of various characteristic-parameters were successfully depicted. Finally, implicated from the discovered effects, a proposal on the improvement in the state-of-the-practice method of specifying the impact load for the design and targeted design code preparation of LPR structures is presented, wherein there shall be other independent variables as well in addition to the usually specified kinetic energy of falling rock block.
  • Statistical and deterministic landslide hazard assessment in the Himalayas of Nepal, RK Dahal, S Hasegawa, M Yamanaka, NP Bhandary, R Yatabe, Geologically Active, William et al. (eds), Proc. IAEG Conference (Taylor & Francis Group, London, CRC Press), 1053, 1060, 20100800
  • Low-cost road for the development of Nepal and its engineering geological consequences, RK Dahal, S Hasegawa, NP Bhandary, R Yatabe, Geologically Active, William et al. (eds), Proc. IAEG Conference (Taylor & Francis Group, London, CRC Press), 4085, 4094, 20100800, Construction of roads in the mountains of Nepal is quite complicated because of steep slopes, thick soil profiles, weak rockmass and the extreme rainfall of the monsoon season. In the name of “low cost”, many roads of Nepal do not have any standard engineering structures. As a result, low cost road construction and maintenance programs are widely affected by landslide and debris flow triggered by monsoon rainfall. Generally, shallow failure occurred along the roadside, both in uphill as well as downhill slopes, are major geological problems of roads of Nepal. Although, cost effective techniques are very important for a developing country like Nepal, experience of Nepal reveals that low cost roads are not the best solution for sustainable development of underdeveloped countries.
  • Rainfall-induced landslide in different climatic environments: a comparison of the Nepal Himalaya and Shikoku Japan, S Hasegawa, RK Dahal, M Yamanaka, NP Bhandary, R Yatabe, Geologically Active, William et al. (eds), Proc. IAEG Conference (Taylor & Francis Group, London, CRC Press), 241, 249, 20100800
  • Mineralogical influence on ring shear strength of landslide materials from lesser Himalaya and Siwalik zones in Central Nepal, N. P. Bhandary, R. Yatabe, Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering: The Academia and Practice of Geotechnical Engineering, 1, 237, 240, 20091201, 10.3233/978-1-60750-031-5-237, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84865155410&origin=inward, Various studies in the past have revealed that the percentage of landslides and related failures occuring in low to middle class mountain ranges of Nepal in Central Himalaya is far greater than that occurring in any other parts of the country. Especially, the landslides and slope failures including debris flows that frequently damage road infrastructure in Central Nepal draw significant attention in terms of national concern over economic loss and public suffering. The most important national road network in Nepal connecting the capital area to rest of the business centers and dense settlement areas in southern plains frequently suffers from this problem. However, the efforts to study these landslides and their engineering properties to go for appropriate preventive techniques are insiginificant. With an aim to understand shear characteristics of clay material of landslides along this road network, this paper addresses land sliding mechanism in terms of material shear behavior and mineralogical influence. A total of 31 locations of landslides and failure sites were investigated for field verification and soil sampling. Due to field-related difficulties and limited resources, however, soil sampling was possible at about 15 locations only. The collected samples were then tested in ring shear apparatus for peak and residual shear strength parameters and in x-ray diffractometer for minerological composition to reveal the influence of chlorite and mica like weak minerals on the shear strength of landslide clays. © 2009 IOS Press.
  • GIS-based landslide database and hazard analysis for road network reliability study during large earthquakes in Shikoku, 21世紀の南海地震と防災 (社)土木学会四国支部・京都大学防災研究所自然災害研究協議会), 第4, 103, 108, 20090000
  • Ring shear tests on clays of fracture zone landslides and clay mineralogical aspects, Netra P. Bhandary, Ryuichi Yatabe, Progress in Landslide Science, 183, 192, 20071201, 10.1007/978-3-540-70965-7_13, https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=84892112412&origin=inward, Various investigations on tectonically-induced landslides in Shikoku Region of West Japan have been carried out, most of which conclude at tectonic activities through the major tectonic faults and enhanced rock mineral decomposition as being mainly responsible for the landslide occurrence. This paper looks into strength parameters of the landslide clays, as measured in ring shear apparatus, from clay mineralogical point of view. As a result of strength tests and X-ray diffraction analysis, it is found that the drop from peak to residual friction angles for the tested samples reaches as high as 20°, and the residual strength of the landslide clays was found to decrease with higher amount of expansive clay minerals, which was estimated as being relative to chlorite mineral. © 2007 Springer-Verlag Berlin Heidelberg.
  • Earthquake Disasters in Nepal and Public Awareness Practices, 土木学会四国支部土木学会四国支部平成19年度自然災害フォーラム論文集, 第6巻, 67, 76, 20070000
  • 四国の地盤情報活用に関わる最近の動向-南海地震対応に向けて-, 土木学会四国支部四国の自然災害と防災, 第6巻, 1, 11, 20070000
  • 松山平野地盤情報データベースの拡張と地盤特性の検討, 土木学会四国支部四国の自然災害と防災, 第6巻, 85, 114, 20070000
  • Preliminary Report on Topographic Analysis for Slope Stability in Nepal, Proc. One-day International Seminar on Fast-track Road Building in Nepal}{Kathmandu, Nepal, 45, 51, 20070000
  • State of road disasters and experiences from the current road building practices in Nepal, Proc. One-day International Seminar on Fast-track Road Building in Nepal, 73, 85, 20070000
  • Residual state of shear and long-run drained ring shear tests and the influence of shear discontinuation, 地盤災害・地盤環境問題論文集, 第6, 111, 114, 20060000
  • Earthquake hazard risk of Kathmandu Valley and protection of world cultural heritage sites in Nepal, 平成18年自然災害フォーラム論文集、土木学会四国支部, 103, 112, 20060000
  • A Study on the Level of Disaster Awareness in Kathmandu Residents, International Symposium on Geo-Disasters,Infrastructure Management and Protection of World Heritage Sites, 348, 353, 20060000
  • Education for Disaster Mitigation in Schools, International Symposium on Geo-Disasters, Infrastructure Management and Protection of World Heritage Sites, 324, 329, 20060000
  • 自然斜面の安定問題における土の強度試験活用の現状と課題, 地盤工学会土と基礎, Vol.54, No.10, Ser. No.585,12-14, 20060000
  • Simulation of Quasi-3D Slope Stability in Multi Layered Hill Slopes, Annual Journal of Engineering, Ehime University, Vol.4, 171, 177, 20050000
  • Clay minerals contributing to creeping displacement of fracture zone landslides in Japan, “Landslides, risk analysis and sustainable disaster management”, K. Sassa, H. Fukuoka, F. Wang, and G. Wang (Eds.), Proc. First General Assembly of the International Consortium on Landslides, 19, 23, 20050000
  • Ring Shear Test on Expansive Clay in Relation to Its Role in Causing Creep Activation of Landslides, Annual Journal of Engineering, Ehime University, Vol.4, 165, 170, 20050000
  • Importance of public awareness in controlling casualties due to natural disasters, Proc. International Conference on Disaster Management: Achievements & Challenges, Kathmandu, Nepal, 45, 50, 20050000
  • Appraisal of roadside bioengineering in Dhulikhel-Bhakunde section of the Banepa-Sindhuli-Bardibas Highway in central Nepal, Proc. International Conference on Disaster Management: Achievements & Challenges, Kathmandu, Nepal, 68, 80, 20050000
  • Hydrological analysis of an active creeping landslide in western Japan, Proc. International Conference on Disaster Management: Achievements & Challenges, Kathmandu, Nepal, 85, 93, 20050000
  • Looking at the 1993 slope disasters in Nepal after 11 years, Proc. International Conference on Disaster Management: Achievements & Challenges, Kathmandu, Nepal, 106, 111, 20050000
  • Similarities in geological backgrounds of slope failure disasters in Nepal and Southwest Japan, Proc. International Conference on Disaster Management: Achievements & Challenges, Kathmandu, Nepal, 233, 241, 20050000
  • Major roadside slope failures along Kathmandu-Pokhara Highway and Narayanghat-Mugling Highway in Nepal, Proc. International Seminar on Disaster Mitigation in Nepal, Kathmandu, Nepal, 11, 19, 20040000
  • Recovery of strength at residual strength due to reduction in displacement rate, 地盤災害・地盤環境問題論文集, 第4巻, 53, 56, 20040000
  • A few recent landslides obstructing the highway traffic in Nepal, (社)土木学会四国支部・愛媛大学地域総合防災研究会豪雨と地震による自然災害論文集, 第3巻, 69, 75, 20040000
  • 地盤工学と発展途上国への協力, バンダリ ネトラ プラカシュ, 土と基礎 = Soil mechanics and foundation engineering, 公益社団法人地盤工学会, 土と基礎 = Soil mechanics and foundation engineering, 51, 1, 20030101, 00413798, http://ci.nii.ac.jp/naid/110003889708
  • Geotechnical properties of clay soils causing creeping landslides in Shikoku, Japan, Proc. 12th Panamerican Conference on Soil Mechanics and Geotechnical Engineering; P.J. Culligan, H. H. Einstein, & A.J. Whittle (Eds.), Vol. 1, 507, 513, 20030000
  • Changes in strength properties of rock-powder under the action of carbonic acid, Groundwater Engineering –Recent Advances-, Proc. International Symposium on Groundwater Problems Related to Geo-environment, 171, 176, 20030000
  • A study related to strength behavior of expansive clay and its influence on the creep displacement of landslides, 愛媛大学・地盤工学会四国支部地盤災害・地盤環境問題に関するシンポジウム論文集, 第3巻, 131, 136, 20030000
  • Instability of decomposed granite cut slopes caused by expansive clay layers, Chinese Society of Engineering GeologyJournal of Engineering Geology, China, Vol. 10, 273, 278, 20020000
  • Mechanism of landslide activation on active fault zones and a step toward studying creep displacement as a process influenced by expansive clay minerals, 愛媛大学・地盤工学会四国支部地盤災害・地盤環境問題に関するシンポジウム論文集, 第2巻, 147, 154, 20020000
  • スメクタイトを含む地すべり粘土の膨張と強度特性, 19990000
  • Swelling and Shear Characteristics Smectite Landslide Clay, Proceeings of 2nd International Conference on Landslides, Slope Stability, & Safety of Infrastructures, 103, 110, 19990000
  • Ring Shear Test on Crushable Soils Causing Debris Flow, Proceedings of International Workshop on Soil Crushability, 131, 135, 19990000
  • Strength of landslide clay from mineralogical point of view, Proc. International Symposium on Slope Stability Engineering: Geotechnical & Geoenvironmental Engineering, IS-Shikoku 1999, Vol. 2, 701, 704, 19990000
  • Landslide Problem in Nepal : A Dilemma in Road Construction, Proc. International Symposium on the Auspicious Occasion of 50th Anniversary of Ehime University, 99, 103, 19990000
  • Landslide clay behavior and countermeasure works at the fractured zone of median tectonic line, Proc. International Symposium on Slope Stability Engineering: Geotechnical & Geoenvironmental Engineering, IS-Shikoku 1999, Vol. 2, 1199, 1202, 19990000
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  • 324, 329, 20060000
  • Vol.4, 171, 177, 20050000
  • 19, 23, 20050000
  • Vol.4, 165, 170, 20050000
  • 45, 50, 20050000
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  • Vol. 1, 507, 513, 20030000
  • 171, 176, 20030000
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  • Vol. 10, 273, 278, 20020000
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その他研究情報

受賞

競争的資金

  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), ネパール地震の被害を左右したカトマンズ盆地の地盤構造と地盤物性に関する基礎的研究, 森 伸一郎(分担者:ネトラP.バンダリ、山本 英和)
  • 日本学術振興会, 科学研究費助成事業(基盤A・海外), インドネシアの金鉱山地域における水銀汚染リスクの低減に関する超学際的研究, 榊原 正幸(分担者:ネトラP.バンダリ他10名)
  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), ヒマラヤ水系諸国における巨大災害に対する戦略的総合防災研究の展開, 矢田部 龍一(分担者:ネトラP.バンダリ他4名), 本研究では、ヒマラヤ水域のモデル国家として、ネパールを主として、流域一帯の大規模な土砂災害に対して、減災のために戦略的な総合防災研究を行うことにしている。また、2015年4月には大地震が発生し、9千名近い犠牲者が出た。近い将来にさらに大規模な地震の発生が予想されている。そこで、地震災害へのソフト防災対応として小中学生を対象にした組織的な学校防災教育と地域住民を対象とした防災教育の展開を予定している。さらに、ヒマラヤ水系をフィールドにした世界最先端の自然災害研究を行うと共に、すでに成立しているヒマラヤ水系に係る国際学会を発展させ、世界的な研究者ネットワークを構築する。
  • 日本学術振興会, 科学研究費補助金(特別研究促進費), 2015年ネパール地震と地震災害に関する総合調査, 矢田部 龍一(分担者:ネトラP.バンダリ他15名), 2015年4月25日に発生したネパール・ゴルカ地震の総合調査を行った。得られた結果は次のようである。地震の発生機構の解明、断層活動や地震動による山間部での斜面災害の発生機構の解明、建築物・土木構造物の被害の実体解明、地震・雪氷複合災害の実体解明とリスク評価などの観点から総合的な調査を実施することで、ネパール国における二次災害の軽減と復興計画策定に貢献した。
  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), 防災研究と防災教育を核としたヒマラヤ水系諸国における総合防災研究の展開, 矢田部 龍一(分担者:ネトラP.バンダリ他3名), ①ネパールの学校防災の実状を明らかにした。また、学校防災教育の組織的な展開について検討した。②ヒマラヤ水系の大規模地すべり地の地盤工学的特性について解明した。また、地すべり分布のデータベースを構築し、地すべり分布特性を解明した。③ネパールの総合防災計画の現状について調査し、それらの問題点を指摘した。④カトマンズ盆地の微動特性を明らかにし、地盤データベースを作成した。
  • 日本学術振興会, 科学研究費助成事業(基盤研究B), 南海地震による孤立域の救援・復興に向けた輸送路の健全性評価と文化財保全, 矢田部 龍一(分担:バンダリ・ネトラP.他4名), 南海地震の発生がクローズアップされている。南海地震では津波被害に関心が集まっているが、地盤災害も極めて重要な問題である。高知平野や徳島平野の沿岸域での液状化災害、山間地での斜面崩壊は人的被害を招くだけでなく、道路ネットワークを寸断する。今、南海地震が起これば、国道32号線の復旧は一ヶ月以上、国道56号線とJR予讃線は復旧の見通しが立たず、国道33号線は数週間というように、高知県は陸の孤島と化す。また山間地では多くの集落が孤立することが予想されている。また、四国に点在する文化財も被害を受けることが予想される。 本研究では甚大な被害が発生し、孤立化が予想される高知平野の詳細な地震動解析を行うとともに四国の主要道路の健全性検討を行い、ハザードマップを作成した。また四国に点在する文化財、特に八十八ヶ寺の地盤の動的特性を明らかにした。
  • 日本学術振興会, 科学研究費助成事業(基盤研究C), 土の残留状態におけるクリープ強度特性および地すべりの長期安定性評価, バンダリ ネトラ プラカシュ, 残留状態におけるクリープ破壊はせん断クリープ応力比が>1~1.03の範囲ないで得られたが,残留状態におけるせん断クリープ破壊範囲は非常の狭いことがわかった.せん断クリープ応力比に関わらず,第2次クリープから第3次クリープに変わるまでの変位量はほぼ一定で,「限界変位」が存在することがわかった.各種粘土試料を用いて得られた残留状態におけるせん断クリープ試験結果を基に力学モデルを構築し,実験結果から求めた各種パラメータを用いてモデルによる予測値と実験値の比較を行い,構築モデルの妥当性を検証した.その結果,多少のばらつきはあったが,構築モデルで残留状態におけるせん断クリープ破壊をほぼ表現できている.
  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), 直下型地震によるネパールの地震防災と世界文化遺産保全, 矢田部 龍一(分担者:ネトラP.バンダリ他4名), 地盤工学, ネパールの予想される直下型地震に関わる防災検討を行い、次の成果を得た。住民の地震防災意識アンケート調査により甚大な被害が予想される古い町並みに住む人々の防災意識が乏しく、被害の増加に繋がることが確認された。カトマンズ盆地の電子地盤データベースを構築し、動的解析の基礎資料を得た。世界文化遺産であるチャングナラヤニ寺院の立つ丘陵地の地すべり調査の結果、寺院の敷地近くまで崩壊前線が迫っていることが明らかになった。カトマンズ盆地の5箇所に加速時計を設置し、地震動観測データが収録されつつあり、また、カトマンズに繋がる主要国道の地震時の地すべり危険箇所を明らかにした。地すべり危険箇所については3000km^2に渡るエリアについてGISデータベースとして整理している。
  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), ヒマラヤ水系における大規模土砂災害の発生機構と総合防災対策に関する研究, 矢田部 龍一(分担者:ネトラP.バンダリ他5名), 本研究はヒマラヤ水系における大規模土砂災害の発生機構と総合防災対策に関するものである。研究対象は、ネパール国の防災システムならびにネパールの主要国道沿いの土砂災害地である。ヒマラヤ水系は世界でもっとも激しい造山帯であり、険しい地形が形成されている。そのため、土砂災害が頻発しており、本研究の成果はヒマラヤ水系の土砂災害対策に大いに活用できる。
  • 残留状態における粘性土のクリープ挙動及び地すべりの移動メカニズムに関する研究, 地盤工学
  • 日本学術振興会, 科学研究費助成事業(基盤B・海外), 豪雨と地震によるヒマラヤ水系の総合防災研究と戦略的防災教育展開, 矢田部 龍一(分担者:ネトラP.バンダリ他4名), 地盤工学, 本研究より得られた主な成果として, 1)ネパール国カトマンズ盆地における微動観測による地震時地盤の応答解析と2)中央ネパール低ヒマラヤ地域における地すべりマッピングとハザード解析が挙げられる。また,研究期間中に3回のセミナーを通してヒマラヤン地域を代表するネパール国の小中学校における防災教育の展開について様々な議論を行い,昨年5月にネパール政府文部省と教育局との会談を実施し,今後ネパールの小中学校における防災教育のカリキュラム化と学校を中心とした地域社会における防災教育の展開について十分に認識されてきました。防災教育と地域協力に関しても,ヒマラヤ地域を代表する南アジア地域協力連合(SAARC)を通して活動展開する目的で,各国の防災研究者や関係機関,特にSAARC防災センター(SDMC)との連携も進めており,近い将来豪雨や地震等による自然災害に対する共同研究活動や防災教育の実施が期待できる。

愛媛大学教員活動実績

プロフィール(A)

学内兼務職(A02)

  • 副センター長, 防災情報研究センター・准教授, 2017, 2018

教育活動(B)

担当授業科目(B01)

  • 2003, 後期, 学部, 環境建設工学特別演習II
  • 2003, 前期, 学部, 基礎セミナー
  • 2003, 前期, 学部, 環境建設工学実験 I
  • 2003, 後期, 学部, 土質力学及び同演習
  • 2004, 後期, 学部, 環境建設工学特別演習II
  • 2004, 前期, 学部, 基礎セミナー
  • 2004, 後期, 学部, 土質力学及び同演習
  • 2004, 前期, 学部, 環境建設工学実験 I
  • 2005, 後期, 学部, 環境建設工学特別演習II
  • 2005, 前期, 学部, 物理学実験
  • 2005, 前期, 学部, 基礎セミナー
  • 2005, 後期, 学部, 土質力学及び同演習
  • 2005, 前期, 学部, 環境建設工学実験 I
  • 2006, 後期, 学部, 環境建設工学特別演習II
  • 2006, 前期, 学部, 環境建設工学実験 I
  • 2006, 前期, 学部, 基礎セミナー
  • 2006, 前期, 学部, 物理学実験
  • 2007, 後期, 学部, 環境建設工学特別演習II
  • 2007, 後期, 学部, 土質力学及び同演習
  • 2007, 前期, 学部, 環境建設工学実験 I
  • 2007, 前期, 学部, 新入生セミナー
  • 2008, 前期, 学部, 新入生セミナー
  • 2008, 通年, 学部, 土質力学及び同演習
  • 2008, 後期, 学部, 環境建設工学特別演習II
  • 2008, 前期, 学部, 物理学実験
  • 2008, 前期, 学部, 環境建設工学実験 I
  • 2008, 後期, 学部, 土質力学及び同演習
  • 2008, 後期, 学部, 環境建設工学特別演習II
  • 2009, 通年, 学部, 土質力学及び同演習
  • 2009, 前期, 学部, 環境建設工学実験Ⅰ
  • 2009, 前期, 学部, 環境建設総合演習
  • 2009, 通年, 学部, 卒業論文
  • 2009, 後期, 学部, 環境建設工学特別演習II
  • 2009, 後期, 修士, アジア防災学特別演習
  • 2009, 後期, 修士, アジア防災学特別実験
  • 2009, 後期, 修士, アジア防災学ゼミナール
  • 2010, 後期, 学部, 環境建設工学特別演習II
  • 2010, 前期, 学部, 環境建設工学特別演習I
  • 2010, 前期, 修士, アジア防災学特別実験
  • 2010, 前期, 修士, アジア防災学ゼミナール
  • 2010, 後期, 修士, アジア防災学特別演習
  • 2010, 後期, 修士, アジア防災学特別実験
  • 2010, 前期, 修士, 基礎設計学特論
  • 2010, 前期, 修士, アジア防災学特別演習
  • 2010, 通年, 学部, 土質力学及び同演習
  • 2010, 前期, 学部, 環境建設総合演習
  • 2010, 前期, 学部, 環境建設工学実験Ⅰ
  • 2010, 前期, 修士, インターンシップ
  • 2010, 後期, 修士, アジア防災学ゼミナール
  • 2010, 通年, 学部, 卒業論文
  • 2011, 前期, 修士, インターンシップ
  • 2011, 前期, 学部, 環境建設工学実験Ⅰ
  • 2011, 前期, 学部, 環境建設工学特別演習I
  • 2011, 後期, 修士, アジア防災学ゼミナール
  • 2011, 前期, 修士, アジア防災学ゼミナール
  • 2011, 前期, 修士, アジア防災学特別演習
  • 2011, 後期, 学部, 環境建設工学特別演習II
  • 2011, 通年, 学部, 卒業論文
  • 2011, 通年, 学部, 土質力学及び同演習
  • 2011, 後期, 修士, アジア防災学特別実験
  • 2011, 後期, 修士, アジア防災学特別演習
  • 2011, 前期, 修士, 基礎設計学特論
  • 2011, 前期, 修士, アジア防災学特別実験
  • 2011, 後期, 学部, 測量学実習
  • 2012, 前期, 修士, アジア防災学特別実験
  • 2012, 通年, 学部, 卒業論文
  • 2012, 後期, 学部, 測量学実習
  • 2012, 後期, 修士, アジア防災学特別演習
  • 2012, 後期, 修士, アジア防災学特別実験
  • 2012, 後期, 修士, アジア防災学ゼミナール
  • 2012, 前期, 修士, 基礎設計学特論
  • 2012, 前期, 学部, 土質力学I及び同演習
  • 2012, 後期, 学部, 環境建設工学特別演習II
  • 2012, 前期, 学部, 環境建設工学実験Ⅰ
  • 2012, 前期, 修士, アジア防災学ゼミナール
  • 2012, 前期, 修士, インターンシップ
  • 2012, 後期, 学部, 土質力学II及び同演習
  • 2012, 前期, 学部, 環境建設工学特別演習I
  • 2012, 前期, 修士, アジア防災学特別実験
  • 2013, 前期, 修士, 基礎設計学特論
  • 2013, 前期, 修士, アジア防災学ゼミナール
  • 2013, 後期, 修士, アジア防災学ゼミナール
  • 2013, 前期, 修士, アジア防災学特別実験
  • 2013, 前期, 修士, アジア防災学特別実験
  • 2013, 通年, 学部, 卒業論文
  • 2013, 前期, 修士, インターンシップ
  • 2013, 前期, 学部, 土質力学I及び同演習
  • 2013, 後期, 学部, 土質力学II及び同演習
  • 2013, 後期, 学部, 測量学実習
  • 2013, 後期, 修士, アジア防災学特別実験
  • 2013, 後期, 修士, アジア防災学特別演習
  • 2013, 前期, 修士, アジア防災学ゼミナール
  • 2013, 前期, 学部, 環境建設工学実験Ⅰ
  • 2013, 後期, 学部, 環境建設デザイン演習Ⅲ
  • 2013, 後期, 学部, 土質力学Ⅱ及び同演習
  • 2013, 後期, 学部, 測量学実習
  • 2014, 後期, 学部, 微積分Ⅱ
  • 2014, 後期, 学部, 土質力学Ⅱ及び同演習
  • 2014, 後期, 修士, アジア防災学特別実験
  • 2014, 通年, 学部, 環境建設デザイン演習Ⅲ
  • 2014, 通年, 学部, 環境建設デザイン演習Ⅲ
  • 2014, 通年, 学部, 環境建設デザイン演習Ⅲ
  • 2014, 前期, 修士, アジア防災学ゼミナール
  • 2014, 前期, 学部, 土質力学I及び同演習
  • 2014, 後期, 修士, アジア防災学ゼミナール
  • 2014, 前期, 学部, 力学I
  • 2014, 後期, 修士, アジア防災学特別演習
  • 2014, 前期, 修士, 基礎設計学特論
  • 2014, 前期, 学部, 環境建設工学実験Ⅰ
  • 2014, 前期, 修士, インターンシップ
  • 2014, 前期, 修士, アジア防災学特別実験
  • 2014, 通年, 学部, 卒業論文
  • 2015, 前期, 学部, 力学I
  • 2015, 後期, 学部, 土質力学Ⅱ及び同演習
  • 2015, 前期, 学部, 土質力学I及び同演習
  • 2015, 前期, 学部, 環境建設工学実験Ⅰ
  • 2015, 前期, 修士, アジア防災学ゼミナール
  • 2015, 前期, 修士, アジア防災学特別実験
  • 2015, 前期, 修士, インターンシップ
  • 2015, 通年, 学部, 環境建設デザイン演習Ⅲ
  • 2015, 前期, 学部, 環境建設工学実験Ⅰ
  • 2015, 前期, 学部, 土質力学Ⅰ及び同演習
  • 2015, 前期, 学部, 力学Ⅰ
  • 2015, 前期, 学部, 力学Ⅰ
  • 2015, 前期, 学部, 環境建設工学実験Ⅰ
  • 2015, 前期, 学部, 土質力学Ⅰ及び同演習
  • 2015, 後期, 学部, 微積分Ⅱ
  • 2015, 通年, 学部, 環境建設デザイン演習Ⅲ
  • 2015, 後期, 学部, 土質力学Ⅱ及び同演習
  • 2016, 前期, 学部, 新入生セミナーA
  • 2016, 前期, 学部, 力学I
  • 2016, 前期, 学部, 土質力学Ⅰ及び同演習
  • 2016, 前期, 学部, 環境建設工学実験Ⅰ
  • 2016, 後期, 学部, 土質力学Ⅱ及び同演習
  • 2016, 後期, 学部, 物理学
  • 2016, 後期, 学部, 環境デザイン概論

論文指導(B07)

  • 2005, 4, 0, 10, 1
  • 2004, 3, 3, 10, 1
  • 2003, 2, 0, 8, 1
  • 2006, 3, 8, 2
  • 2007, 2, 7, 3
  • 2008, 2, 3, 1
  • 2009, 4, 5, 3
  • 2010, 6, 0, 4, 2, 5, 3, 2, 2
  • 2011, 4, 0, 4, 2, 6, 6
  • 2012, 5, 0, 3, 0, 6, 6, 1, 1
  • 2013, 6, 1, 2, 0, 5, 5, 1, 1
  • 2014, 4, 0, 3, 2, 2, 2, 0, 0

共同・受託研究/外部資金(D)

共同研究希望テーマ(D01)

  • 低開発・発展途上国におけるの地すべり・土砂災害に関する研究, 産学連携等、民間を含む他機関等との共同研究を希望
  • 地すべり対策と長期安定性評価に関する研究, 産学連携等、民間を含む他機関等との共同研究を希望
  • 膨潤性粘土鉱物と切土法面不安定化評価法に関する研究, 産学連携等、民間を含む他機関等との共同研究を希望


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