| 1. |
RATIONALIZED CONSTRUCTION WORK CONTROL STANDARD FOR ASPHALT FACING IN CONSIDERATION OF ALL-YEAR-ROUND CONSTRUCTION
In Japan, technical standard for asphalt facing work has not been established yet. Therefore, precedent construction work control standards for asphalt facing were mainly based on empirical knowledge.
In this paper, a unique construction work control standard for asphalt facing work was illustrated by clarifying the reasons obtained through laboratory tests and field trials. In order to achieve all-year-round construction and rationalized standardization, some new trials were executed including standardization on temperature of asphalt mixture mainly focused on the last compaction work, variable standardization on asphalt content according to meteorological condition and construction area, etc.. |
| 2. |
F. Vallier, Y. Mitani, M. Boulon, T. Esaki, F. Pellet, A Shear Model Accounting Scale Effect in Rock Joints Behavior, ROCK MECHANICS AND ROCK ENGINEERING, 10.1007/s00603-009-0074-9, 43, 5, 581-595, 2010.09, Understanding the scale effect on the mechanical behavior of a single rock joint is still very important in rock engineering. Rock joints can be classified into three different categories depending on their scale: the "micro scale" which is the scale of the asperities; the "meso scale" is the scale of the specimens tested in laboratory; and the "macro scale" which is the scale of the rock mass. The purpose of this paper is to propose an effective way to model rock joints at both the meso and macro scale. An original constitutive mechanical model, in which parameters are deduced from experimental results, has been developed. This model is then extended to simulate the discontinuities occurring at a larger size. At the macro scale, the constitutive modeling was carried out for both small and large relative displacements. Large displacements lead to substantial changes in dilation. For both cases, the peak shear stress vanishes for joints longer than 2 m.. |
| 3. |
Ibrahim Djamaluddin, Yasuhiro Mitani, Tetsuro Esaki, Evaluation of ground movement and damage to structures from Chinese coal mining using a new GIS coupling model, INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 10.1016/j.ijrmms.2011.01.004, 48, 3, 380-393, 2011.04, In this paper, combining a theoretical method of predicting subsidence over time and using a geographical information system (GIS), a GIS-based dynamic model is proposed to rapid simulate the phenomenon of progressive movement distribution from large sequential mining. The theoretical method uses stochastic medium concept involving Knothe time function for basic governing equations to calculate progressive movement because this solutions have been widely developed and used in Chinese mining practice to solve the coal extraction problem under building, railways, and rivers. In order to assess the impact of progressive movement to the surface structures, a fuzzy model is suggested to identify damage classifications with contributions of subsidence calculations and building mesh data. For implementation of the GIS-based prediction and assessment model, a new GIS coupling model is established by implementing tight coupling strategy using the component object model (COM) program to overcome the problems of complex model integration for dynamic prediction and assessment. Furthermore, this paper demonstrates the effectiveness of this GIS-based model for prediction and evaluation of subsidence-induced damage from coal mining beneath surface structures in China. (C) 2011 Elsevier Ltd. All rights reserved.. |
| 4. |
Bo Li, Yujing Jiang, Tateru Mizokami, Kouji Ikusada, Yasuhiro Mitani, Anisotropic shear behavior of closely jointed rock masses, INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 10.1016/j.ijrmms.2014.07.013, 71, 258-271, 2014.10, In-situ shear tests on a closely jointed rock mass containing two sets of joints, one continuous and another staggered, were conducted. A series of laboratory shear tests with varying combinations of loading conditions and geometrical characteristics of rock joints were also carried out A Discrete Element Method (DEM) was used to numerically simulate the in-situ and laboratory shear tests. The in-situ tests, laboratory tests and numerical modeling were aimed at evaluating the anisotropic shear behavior of closely jointed rock masses. Comparison between the test and simulation results of this study with the results of similar laboratory tests was completed. The simulation results agreed well with the laboratory test results and provided slightly higher shear stresses comparing to the results of in-situ shear tests. The test and simulation results showed that the jointed rock masses exhibited a strong anisotropic shear behavior, the significance of which depended on the orientation of the continuous joint set. Different failure mechanisms were confirmed in the tested and simulated rock mass models with different geometrical characteristics of rock joints, which resulted in the anisotropic shear behavior. (C) 2014 Elsevier Ltd. All rights reserved.. |
| 5. |
Ryunosuke NAKANISHI, Yuuki OKAJIMA, Akira BABA, Yasuhiro MITANI, Hiro IKEMI, Sediment dynamics of mountain streams as a function of variation in sediment deposition, Journal of Nepal Geological Society, Vol.55, 22-29, 2018.04. |
| 6. |
Keigo KITAMURA, Hiroyuki HONDA, Osamu NISHIZAWA, Yasuhiro MITANI, Impacts of CO2 injection speed on two-phase flow and physical parameters in porous sandstone, International Journal of Greenhouse Gas Control, Vol.107, 2021.04. |
| 7. |
River channel changes after July 2017 Heavy Rain in Northern Kyushu:- Focusing on three rivers with different geology -. |
| 8. |
Lu TIAN, Yasuhiro MITANI, Yuki OKAJIMA, Hisatoshi TANGUCHI and Taiga TABUCHI, Evaluation of Slope Failure and Driftwood Disaster susceptibility zone using Geo-spatial Information, 1st International Symposium on Construction Resources for environmentally Sustainable Technologies 2020, CREST 2020, 2021.03. |
| 9. |
Kohei KAWANO, Kenichi TSUKAHARA, Yasuhiro MITANI, Hisatoshi TANIGUCHI and Tatsuro SATO, Basic study on development of decision support system for evacuation instructions, 2nd International Conference on New Horizons in Green Civil Engineering, NHICE-02, 2020.08. |
| 10. |
Hisatoshi TANIGUCHI, Yasuhiro MITANI, Ryu MURAOKA and Hironobu.KATSUKI, Research on Quantitative Evaluation of Road Slope Risk by using Sensor Network with 3-axis Acceleration Sensors, 2nd International Conference on New Horizons in Green Civil Engineering, NHICE-02, 2020.08. |
| 11. |
Nurul Masyiah Rani Harusi, Yasuhiro MITANI and Hisatoshi TANIGUCHI, Assessment of urban ecosystem health using the pressure-state-response model: A case study in Makassar city, Indonesia, The 9th International Conference on IEEA 2020, 2020.03. |
| 12. |
Nurul Masyiah Rani Harusi, Yasuhiro MITANI, Yuki OKAJIMA and Hisatoshi TANIGUCHI, Spatial-Temporal Analysis of Landscape Ecological Connectivity Changes in Makassar City, International Symposium on Earth Science and Technology 2019, 2019.12. |
| 13. |
Lu TIAN, Yasuhiro MITANI, Yuki OKAJIMA, Satoru KIMURA and Taiga TABUCHI, Relationship between land use changes during 1900-2014 and Kyushu heavy rain disaster in 2017, International Symposium on Earth Science and Technology 2019, 2019.12. |
| 14. |
Shinya FUJIMOTO, Fuminori KAWAMI, Toshikazu KAMEI, Kensuke TOKUNAGA, Yasuhiro MITANI and Shigeo TATSUKI, Exploration of Cross-Validity of the Protective Action Decision Model in Times of Landslide Disaster, 5th International Conference of Urban Disaster Reduction, 69-72, 2019.09. |
| 15. |
Naoki KAMEYAMA, Yasuhiro MITANI, Hisatoshi TANIGUCHI and Yuki OKAJIMA, Utilization of geospatial information for recovery and rehabilitation from the Northern Kyushu Heavy Rainfall Disaster in July 2017, International Conference on Civil and Environmental Engineering 2019, 2019.08. |
| 16. |
Ryunosuke NAKANISHI, Akira BABA, Takahiro TSUYAMA, Hiro IKEMI, Yasuhiro MITANI, Examination of Sediment Dynamics Based on the Distribution of Silica Fluxes and Flood Sediments in the Otoishi River Related to the Northern Kyushu Heavy Rain Disaster, Geosciences, 9, 75, 2019.01. |
| 17. |
Hiro IKEMI, Ryunosuke NAKANISHI, Akira BABA, Yuuki OKAJIMA, Yasuhiro MITANI, Process-base topographical and geotechnical approaches to rainfall-induced landslides adjacent to tectonic faults, IAEG 2018, 2018.09. |
| 18. |
Poppy Indrayani, Yasuhiro Mitani, Ibrahim Djamaluddin, Hiro Ikemi, Spatial-Temporal Vulunerability and Risk Assessment Model for Urban Flood Scenario, ASM Science Journal, 11, Special Issue 3, 233-245, 2018.08. |
| 19. |
Sediment dynamics of mountain streams as a function of variation in sediment deposition, Sediment dynamics of mountain streams as a function of variation in sediment deposition, Journal of Nepal Geological Society, 55, 23-29, 2018.04. |
| 20. |
Spatial Distribution of Landslides, Erosions, and Sedimentations in the Otoishi River Watershed. |
| 21. |
Hiro Ikemi, Ryunosuke Nakanishi, Hendra Pachri, Yasuhiro Mitani, and Yuki Okajima, Geomorphological and geochemical approaches to clarify sediment distribution in mountain stream area, northern Kyushu, Japan, Journal of Nepal Geological Society, 2017.11. |
| 22. |
Ryunosuke Nakanishi, Yuki Okajima, Akira Baba, Yasuhiro Mitani, and Hiro Ikemi, Evaluation of sediment dynamics of mountain stream based on variation of sediment deposition, Journal of Nepal Geological Society, 2017.11. |
| 23. |
Poppy INDRAYANI, Yasuhiro MITANI, Ibrahim DJAMALUDIN, Hiro IKEMI, Assessment of Urban Vulnerability to Flood Using GIS Based Modeling Approarch, International Symposium on Earth Science and Technology, 239-244, 2017.11. |
| 24. |
H.Honda, K.Kitamura, M.Imasato, H.Ikemi and Y.Mitani, Monitoring CO2 Penetration and Storage in the Low Permeable Sandstone, International Symposium on Earth Science and Technology 2017, 2017.11. |
| 25. |
Keigo Kitamura, Hiroyuki Honda, Shinosuke Takage, Msaamichi Nishihara, Kenneth T. Christensen, Yasuhiro Mitani, Experimental Study of Two-Phase Fluid Flow in the Porous Sandstone by P-wave Velocity and Electrical Impedance, Energy Procedia, 114, 4983-4953, 2017.07. |
| 26. |
Yuki Okajima, Yasuhiro Mitani, Hiro Ikemi, and Ibrahim Djamaluddin, Participatory Surveying System for Specialists and Utilization of Geoportal, Journal of Disaster Research, 2017.06. |
| 27. |
Yuki Okajima, Yasuhiro Mitani, Hiro Ikemi, and Ibrahim Djamaluddin, Participatory Surveying System for Specialists and Utilization of Geoportal, Journal of Disaster Research, 12, 696-707, 2017.06. |
| 28. |
Hiroyuki Honda, Keigo Kitamura, Shinnosuke Takaki, Hiro Ikemi, Yasuhiro Mitani, Measurement of electrical impedance and P-wave velocity of a low permeable sandstone core during the displacement of saturated brine by CO2 injection, Energy Procedia, 10.1016/j.egypro, 2017.03. |
| 29. |
Yasuhiro Mitani, Hiro Ikemi, A GIS Based Evaluation of Land Use Changes and Ecological Connectivity Index, Journal of Geomatics and Planning, 4, 1, 9-18, 2017.01. |
| 30. |
Yasuhiro Mitani, Hiro Ikemi, Keigo Kitamura, Measurement of electrical impedance and P-wave velocity of a low permeable sandstone core during the displacement of saturated brine by CO2 injection, Proceedings of the 13th Conference on Greenhouse Gas Control Technologies, 2016.11. |
| 31. |
Yasuhiro Mitani, Hiro Ikemi, Keigo Kitamura, Hiroyuki Honda, Experimental study on the measurements of electrical impedance and P-wave velocity of a low permeable rock core during the displacement of saturated brine by CO2 injection, Proceedings of the 9th Asia Rock Mechanics Symposium, 2016.10. |
| 32. |
Yasuhiro Mitani, Hiro Ikemi, Poppy INDRAYANI, Spatio-Temporal Analysis of Land Use Changes in the Makassar Region Using GIS, Proceedings of International Symposium on Earth Science and Technology, 298-303, 2016.10. |
| 33. |
Poppy Indrayani, Yasuhiro Mitani, Ibrahim Djamaluddin, Hiro Ikemi, A GIS Based Evaluation of Land Use Changes and Ecological Connectivity Index, Geoplanning : Journal of Geomatics and Planning, 10.14719/geoplanning, 2016.10. |
| 34. |
三谷 泰浩, 池見 洋明, Hendra Pachri, Wenxiao Jiang, Slope failure Probability influenced by Soil Depth in Sangun Mountainous, Fukuoka Prefecture, Japan, Proceedings of the Symposium on Advance Technology of Prediction and Preventive measure of landslides, 2015.12. |
| 35. |
三谷 泰浩, 池見 洋明, Hendra Pachr, Relationships Between of Sediment Concentrations from 10Be Analysis and Morphometric Aspect in Sangun Catchment Area, Fukuoka Prefecture, Japan, Journal of Geology Resources and Engineering, 2015.12. |
| 36. |
Yasuhiro Mitani, Djamaluddin I, Indrayani, P, Tetsukazu Yahara, Geographic Information System (GIS) Web Server for Biodiversity Information System, 2015.12. |
| 37. |
三谷 泰浩, 池見 洋明, Hendra Pachri, Wenxiao Jiang, 3D Slope Stability Analysis for Slope Failure Probability in Sangun Mountainous, Fukuoka Prefecture, Japan, Proceedings of the Asian Regional Conference, 2015.09. |
| 38. |
三谷 泰浩, Hendra Pachri, 池見 洋明, Spatial Variation of Soil Depth and Shallow Slope Failures in Sangun Mountain, Fukuoka Prefecture, Japan, Journal of Geoscience, 2015.06. |
| 39. |
三谷 泰浩, 本田博之, 池見 洋明, Keigo Kitamura, Permeability and Storativity od Low Permeable Rock under the Supercritical CO2 Injection Using Flow Pump Method, The 13th International ISRM Congress 2015, 2015.05. |
| 40. |
三谷 泰浩, Khurshidbek Makhmudov, 楠田 哲也, Forecasting Groundwater Level in an Arid Area According to Climatic Data, Khurshidbek Makhmudov, 7, 463-470, 2015.05. |
| 41. |
三谷 泰浩, CHAM TAU CHIA, 池見 洋明, Simulation of Modeling Approach for Flood Condition and Proposed Flood Protection at Midstream of Chao Phraya River Basin, Thailand, American Journal of Environmental Protection, 2015.04. |
| 42. |
三谷 泰浩, Khurshidbek Makhmudov, 楠田 哲也, Interpolation of Climatic Parameters by Using Barycentric Coordinates, World Journal of Environmental Engineering, 3, 1, 1-6, 2015.02. |
| 43. |
吉武宏晃, 吉村健, 加来睦宏, 三谷 泰浩, 池見 洋明, Wide-area slope failure prediction based on characteristics of past slope failures: Case of Mimikawa River Basin, International Journal of the JCRM, 11, 1, 2015.01. |
| 44. |
三谷 泰浩, Hendra Pachri, 中西隆之介, 池見 洋明, Relationships between Morphology Aspect and Slope Failure Probability By Using 3D Slope Stability Analysis in Yamasubaru Sub-basin, Miyazaki Prefecture, Proceedings of the International Conference on Geological and Civil Engineering 2015, 2015.01. |
| 45. |
池見 洋明, 三谷 泰浩, 吉武宏晃, 松木洋忠, Topographic analysis of sediment movements in mountainous catchments, 第13回岩の力学国内シンポジウム講演論文集, 781-786, 2013.01. |
| 46. |
Ning Jia, Yasuhiro Mitani, Mowen Xie, DJAMALUDDIN IBRAHIM, Shallow landslide hazard assessment using a three-dimensional deterministic model in a mountainous area, Computers and Geotechnics, 45, 9, 1-10, 2012.09. |
| 47. |
Tran Anh TU, Yasuhiro MITANI, Hiro IKEMI and Hirotada MATSUKI, Human Impacts on Erosion and Deposition in Onga River Basin, Kyushu, Japan, Memoirs of the Faculty of Engineering, Kyushu University, 71, 2, 47-65, 2012.05. |
| 48. |
Yasuyuki SAMESHIMA, Yasuhiro MITANI, Hiro IKEMI, Mei GUO, Shinya ISHIMARU, Evaluation of the Incidence of Turbidity water factors and outflow potential of suspended solids, Proceedings of the International Symposium on Earth Science and Technology 2011, 295-300, 2012.05. |
| 49. |
Yukinori Furukawa, Kazuo Fukudome, Yasuhiro Mitani, Effects of Improving Durability of Concrete by AQUA CURTAIN Curing and Its Application – Development of the New Wet Curing Method, Journal of Civil Engineering and Architecture, 6, 5, 574-585, 2012.05. |
| 50. |
Ibrahim DJAMALUDDIN, Yasuhiro. MITANI, Hiro IKEMI, A GIS-based computational method for simulating the components of 3D dynamic ground subsidence during the process of undermining, International Journal of Geomechanics, 12, 1, 43-53, 2012.01. |
| 51. |
Ardy ARSYAD, Yasuhiro MITANI, Tayfun BABADAGLI, Kuro SASAKI, Hiro IKEMI, Shiro OURA, Experimental and numerical study of hydromechanical response of low permeable rocks during CO2 injection, Proceedings of the International Symposium on Earth Science and Technology 2011, 271-276, 2011.12. |
| 52. |
Jia NING, Yasuhiro MITANI, Hiro IKEMI, Ibrahim DJAMALUDDIN, GIS-Based Hazard Mapping for Debris Flow Triggerd by Slope Failure in a Moutainous Area, Japan, Proceedings of the International Symposium on Earth Science and Technology 2011, 345-349, 2011.12. |
| 53. |
Ardy ARSYAD, Yasuhiro MITANI, Hiro IKEMI, Kataru KUZE, Shiro OURA, Experimental and numerical study on the behavior of supercritical CO2 injection to low permeable rocks, Proceedings of the 12th International Congress of Rock Mechanics (ISRM), CD-ROM, 2011.10. |
| 54. |
Jia NING, Yasuhiro MITANI, Ibrahim DJAMALUDDIN Hiro IKEMI, Evaluation of slope hazards stability and failure probability in a mountainous area along a highway, Proceedings of the 12th International Congress of Rock Mechanics (ISRM), CD-ROM, 2011.10. |
| 55. |
Yukinori FURUKAWA, M SUZUKI, Yasuhiro MITANI, Department of moisture curing system for tunnel concrete lining, Proceedings of the 12th International Congress of Rock Mechanics (ISRM), CD-ROM, 2011.10. |
| 56. |
Kazuya Yasuhara, Hideo Komine, Satoshi Murakami, Guangqi Chen, Yasuhiro Mitani, Geo-hazards Induced by Global Climate Change: An Assessment of Impacts, Risks, and Adaptation Strategies, Proceedings of the 9th JGS Symposium on Environmental Geotechnics, 397-404, 2011.09. |
| 57. |
H. Ikemi, Y. Mitani, A.T. Tran, and H. Matsuki, Spatial Distribution of Human Impacts on Terrain Based on Land-use Change Analysis, Proceedings of Environmental Geosciences and Engineering Survey for Territory Protection and Population Safety International conference EngeoPro-2011, CD-ROM, 2011.09. |
| 58. |
H. Ikemi, Y. Mitani, A.T. Tran, and H. Matsuki, Spatial Distribution of Human Impacts on Terrain Based on Land-use Change Analysis, Proceedings of Environmental Geosciences and Engineering Survey for Territory Protection and Population Safety International conference EngeoPro-2011, CD-ROM, 2011.09. |
| 59. |
Spatial Distribution of Human Impacts on Terrain Based on Land-use Change Analysis : Development and GIS Analysis of Land-use Maps since 1900 in the Fukuoka Prefecture Area
This paper has focused on Land-use change to clarify spatial distribution of human impacts on terrain as a viewpoint of vulnerability mapping to natural disasters. First, the technique of making 100m-mesh land-use maps, which divides into farm lands, forest, urban, river, sea shore and sea, has been developed using the old editions' 1/50,000 topological maps of Geospatial Information Authority of Japan. Then, the land-use change from 1900 to 1997 in the Fukuoka Prefecture area has been analyzed using the geographical information systems (GIS) in comparison with distribution of regional geology and terrain.
The results are as follows. (1) The relationship between land use and terrain changed significantly after 1950 in comparison with land use of 1900 that harmonized with local relief. (2) The lands of plutonic rocks had already been developed widely before 1900, and its use shifted to urban use from farm land after 1950. (3) The characteristics of elevation and slope angle in urban and farm lands indicate that the urban lands which adjoin mountainous area increased by about ten times from 1900 to 1997. (4) The difference of 4 to 8 degrees in slope angle has been estimated on plutonic rocks' terrain that changed from forest as human impacts, based on the relationship between land use and its geology.
These results imply that the proposed method would enable mapping of anthropogenic terrain.. |
| 60. |
Janak Bahadur CHAND, Yasuhiro MITANI, Ibrahim DJAMALUDDIN, Hiro IKEMI, An Integrated Methodology for Assessment of Landslide Hazard around Residence Zone Itoshima Area of Japan, Memoirs of the Faculty of Engineering, Kyushu University, 71, 2, 31-45, 2011.07. |
| 61. |
Ardy ARSYAD, Yasuhiro MITANI, Hiro IKEMI, Kataru KUZE, Shiro OURA, The effect of CO2 solubility of supercritical CO2 injection to low permeable rocks, Proceeding of the Environmental Management and Engineering, Unconventional Oil, 189-196, 2011.07. |
| 62. |
Yasuhiro MITANI, Ardy ARSYAD, Hiro IKEMI, Kataru KUZE, Shiro OURA, A new flow pump permeability test applied on supercritical CO2 injection to low permeable rocks, International Journal of the Japan Committee for Rock Mechanics, 7, 1, 25-31, 2011.01. |
| 63. |
Ibrahim DJAMALUDDIN, Hiro IKEMI, Yasuhiro MITANI, Tetsukazu YAHARA, Developing a GIS server application for sharing and integrating biodiversity data, Proceedings of International Symposium on Earth Science and Technology 2010, pp.493-498, 2010.12. |
| 64. |
Mei GUO, Yasuhiro MITANI, Hiro IKEMI, Shinya ISHIMARU and Hiroshi DAN, Relationship between Factors of Turbid-water Occurrence and Geospatial Information for an Upper River Basin of a Reservoir, Proceedings of International Symposium on Earth Science and Technology 2010, pp.473-476, 2010.12. |
| 65. |
Masaki TSUKIHARA, Yasuhiro MITANI, Hiro IKEMI and Tu Anh TRAN, Analysis of the Long-term Land Use Change in the Onga River Basin, Proceedings of International Symposium on Earth Science and Technology 2010, pp.477-478, 2010.12. |
| 66. |
Tu Anh TRAN, Yasuhiro MITANI, Hiro IKEMI, The relationship between the sediment deposition and catchment characteristics in Onga river basin, Northern Kyushu Island, Japan, Proceedings of International Symposium on a Robust and Resilient Society against Natural Hazards & Environmental Disasters and the Third AUN/SEED-Net Regional Conference on Geo-Disaster Mitigation, pp.248-257, 2010.12. |
| 67. |
Tu A. TRAN, Yasuhiro MITANI, Hiro IKEMI, Masaki TSUKIHARA, Sediment budget in Holocene: Study case of Onga River basin, Northern Kyushu Island, Japan, Proceedings of the third Regional Conference on Geological Engineering Research in ASEAN, 2010.11. |
| 68. |
Ibrahim DJAMALUDDIN, Tatsuro SATO, Yuichi KANO, Tetsukazu YAHARA, Yasuhiro MITANI, An Integrated System for Preliminary Assessment of River Environment and Biodiversity in the East Tiaoxi River, China, 第19回地理情報システム学会論文集, CD-ROM, 2010.10. |
| 69. |
Janak B.CHAND, Yasuhiro MITANI, Ibrahim DJAMALUDDIN, Hiro IKEMI, GIS based data investigation and modelling for slope hazard assessment along the Araniko highway Nepal, Proceeding of the Conference on Engineering and Technology Education, pp.120-130, 2010.08. |
| 70. |
Ning JIA, Mowen XIE, Yasuhiro MITANI, Hiro IKEMI, Ibrahim DJAMALUDDIN, A GIS-Based Spatial Data Processing system for Slope Monitoring, Proceeding of the Conference on Engineering and Technology Education, 2010.08. |
| 71. |
Yoshihiro MIYAKE, Keiko TANAKA, Hiroshi FUJIWARA, Yasuhiro MITANI, Hiroaki IKEMI, Satoshi SASAKI, Yukihiro OHYA and Yoshio HIROTA, Residential proximity to main roads during pregnancy and the risk of allergic disorders in Japanese infants: The Osaka Maternal and Child Health Study, Journal of Pediatric Allergy and Immunology, Vol. 21, pp.22–28, 2010.01. |
| 72. |
Hiro IKEMI, Tetsuro ESAKI, and Yasuhiro MITANI, Data-Sharing System for Emergency Management Based on GIS Technology, Proceedings of International Symposium on Earth Science and Technology 2009, pp. 33-39, 2009.12. |
| 73. |
Purnama B. SANTOSA, Yasuhiro MITANI, Tetsuro ESAKI, and Hiro IKEMI, Analysis of Topographical Condition and Land Cover Type Factors on Land-use Change of a Mountainous Terrain in Japan, Proceedings of International Symposium on Earth Science and Technology 2009, pp. 205-210, 2009.12. |
| 74. |
Chulhwan JUNG, Yasuhiro MITANI, Tetsuro ESAKI, Hiro IKEMI, and Ibrahim DJAMALUDDIN, GIS-based Management for Slope Stability along the Highway, Proceedings of International Symposium on Earth Science and Technology 2009, pp. 447-452, 2009.12. |
| 75. |
Yasuhiro MITANI, Tetsuro ESAKI, Hiroaki IKEMI, Tetsushi KURAKAWA, Assessment of the Effect on Water Inflow by Tunnel Excavation Using GIS, Proceedings of the 2009 Korea-Japan Joint Symposium on Rock Engineering, pp.103-113, 2009.10. |
| 76. |
Ibrahim DJAMALUDDIN, Agung SETIANTO, Tetsuro ESAKI, Yasuhiro MITANI, Hiro IKEMI, and Ryugo MAKINO, Prediction of Ground Movement Due to Block Caving Under Complex Surface Topographic and Irregular Mining Geometry Using GIS, Proceedings of the 2009 Korea-Japan Joint Symposium on Rock Engineering, pp.309-316, 2009.10. |
| 77. |
Ibrahim DJAMALUDDIN, Agung SETIANTO, Tetsuro ESAKI, Yasuhiro MITANI, Hiro IKEMI, and Ryugo MAKINO, Monitoring of Ground Elevation Changes Resulting From Block Caving Subsidence Using GIS and Aerial Photogrammetry Data, Proceedings of the 2009 Korea-Japan Joint Symposium on Rock Engineering, pp.317-324, 2009.10. |
| 78. |
Purnama B. SANTOSA, Yasuhiro MITANI, Tetsuro ESAKI, and Hiro IKEMI, Image Fusion Methods for Land Cover Classification and its Potential for Slope Failure Detection on a Mountainous Terrain, Proceedings of the 30th Asian Conference on Remote Sensing, CDROM, 2009.10. |
| 79. |
Agung SETIANTO, Tetsuro ESAKI, Yasuhiro MITANI, Ibrahim DJAMALUDDIN, Hiro IKEMI, Influence of Geological Condition Study on Development of Surface Subsidence Associated with Block Caving Mining using GIS Analysis, International Journal of Japanese Committee for Rock Mechanics, Vol.5, No.2, pp.87-93, 2009.08. |
| 80. |
Yi CAI, Tetsuro ESAKI, Yasuhiro MITANI, and Hiro IKEMI, Tempo-spatial variation of groundwater withdrawals under the effects of substitute water projects performed in Chikugo-Saga plain, Japan, Proceedings of Map Asia 2009, CDROM, 2009.08. |
| 81. |
Agung SETIANTO, Tetsuro ESAKI, Yasuhiro MITANI, Ibrahim DJAMALUDDIN, Hiro IKEMI, Analysis of Underground Block Caving Mining Induced Surface Movement in Papua, Indonesia, Memoirs of the Faculty of Engineering, Kyushu University, Vol. 69, No.2, pp.49-64, 2009.06. |
| 82. |
Sustainable Data-sharing for Disasters Based on the Wiki and GIS Technologies
Intelligence sharing using the GIS technology provides an indispensable capability to assist in the pre-event preparation and post-event conduct of emergency operations. Experiences and discussions on the recent earthquake disasters of Niigata and Fukuoka in Japan have let us propose a data-sharing system to support development of a universal and sustainable data model for disaster response. The proposed system, which consists of Data-Storage, GIS Node and GIS Portal servers with Wiki and GIS technologies, transforms from autonomous distributed systems to a virtual integrated system according to the emergency response cycle. In a case study of Kyushu University, the developed system has made it possible to develop the data model to support not only the facility management but also the disaster response. . |
| 83. |
Marisa Mei Ling, Tetsuro Esaki, Yasuhiro Mitani, Ibrahim Djamaludin, Hiro Ikemi, Hirotada Matsuki, A study on abandoned coal mining area remediation in Kita Kyushu-Chikuho district using GIS spatial temporal analysis, 第12回岩の力学国内シンポジウム, pp.515-521, 2008.09. |
| 84. |
Marisa Mei Ling, Tetsuro Esaki, Yasuhiro Mitani, Ibrahim Djamaluddin, Hiro Ikemi, GIS ANALYSIS OF LAND-USE CHANGES OVER 100 YEARS:A CASE STUDY OF COAL MINING DISTRICT OF KITAKYUSHU-CHIKUHO,JAPAN, Proceedings of the ASIA GIS 2008, CD-ROM, 2008.09. |
| 85. |
Agun Setianto, Tetsuro Esaki, Yasuhiro Mitani, Ibrahim Djamaluddin, Hiro Ikemi, APPLICATION OF GIS AND AERIAL PHOTOGRAMMETRY FOR DETECTING SUBSIDENCE AREA DUE TO BLOCK CAVING UNDERGROUND MINING, Proceedings of the ASIA GIS 2008, 2008.09. |
| 86. |
Purunama B.Santosa, Yasuhiro Mitani, Tetsuro Esaki, Hiro Ikemi, TOPOGRAPHIC CORRECTION DUE TO DIFFERENTIAL ILLUMINATION EFFECTS ON MULTI SPECTRAL SPOT SATELLIITE DATTA, Proceedings of the ASIA GIS 2008, CD-ROM, 2008.09. |
| 87. |
Hiro Ikemi, Tetsuro Esaki, Yasuhiro Mitani, Hui Zhu, A STUDY OF SUSTAINABLE DATA-SHARING FOR EMERGENCY MANAGEMENT BASED ON THE WIKI-GIS TECHNOLOGIES, Proceedings of the ASIA GIS 2008, CD-ROM, 2008.09. |
| 88. |
Yi CAI, Tetsuro Esaki, Yasuhiro Mitani, Hiro Ikemi, TEMPORAL AND SPATIAL ANALYSIS OF HYDROLOGIC CYCLE IN CHIKUGO-SAGA PLAN, JAPAN OVER THE PAST 100 YEARS, Proceedings of the ASIA GIS 2008, CD-ROM, 2008.09. |
| 89. |
Yasuhiro MITANI, Tetsuro ESAKI, Hiro IKEMI, Yuuya YAMAGAMI, Kouji IKUSADA, Development of a shear–flow coupling test method for a natural rock joint, Proceedings of the San Francisco 2008 (The 42th US Rock Mechanics Symposiumu, The 2nd US-Canada Rock Mechanics Symposium), CD-ROM, 2008.06. |
| 90. |
Marisa MEI LING, Tetsuro ESAKI, Ibrahim DJAMALUDDIN, Hiro IKEMI and Yasuhiro MITANI, Preliminary Analysis and Prioritizing Abandoned Mining Area Remediation with GIS, Proceedings of the 5th International Symposium on Earth Science and Technology, pp.179-187, 2007.10. |
| 91. |
Chunxiang Wang, Tetsuro Esaki, Shiwei Bai and Yasuhiro Mitani, GIS Based Two-dimensional Numerical Simulation of Debris Flow, Rock and Soil Mechanics, Vol.26, No.7, pp.1359-1363, 2007.07. |
| 92. |
Yasuhiro MITANI, Tetsuro ESAKI, Hiro IKEMI, Frederic Vallier, Numerical examination of flow mechanism during shear in a rock joint, Proceedings of the 11th ISRM Congress, pp.373-376, 2007.07. |
| 93. |
Chunxiang WANG, Yasuhiro MITANI, Tetsuro ESAKI, Hiro. IKEMI and Cheng QIU, A GIS-based System for Prediction of Groundwater Inflow and Influence on Groundwater Table Due to Tunnel Construction, 第28回西日本岩盤工学シンポジウム論文集, pp.41-48, 2007.07. |
| 94. |
Chunxiang Wang, Tetsuro Esaki, Shiwei Bai and Yasuhiro Mitani, Two-dimensional Mathematical Modelling of Debris Flow, Rock and Soil Mechanics, Vol.26, No.6, pp.1237-1241, 2007.06. |
| 95. |
Marisa MEI LING, Tetsuro ESAKI, Hiro IKEMI and Yasuhiro MITANI, Developing Land-use Maps for Remediation Abondoned Coal Mines, Proceedings of the 21st ESRI International User Conference, CD-ROM, 2007.06. |
| 96. |
Tetsuro ESAKI, Cheng QIU and Yasuhiro MITANI, Prediction of Location, Magnitude and Occurrence Time of Landslides in Wide Natural Slope Using a GIS-based Three-dimensional Method, Proceedings of 2007 Conference on Geoengineering, pp.61-71, 2007.05. |
| 97. |
Chunxiang WANG, Tetsuro ESAKI, Yasuhiro MITANI, Asuka MURAKAMI, Spatio-temporal Prediction of Water Inflow and its Influence on Groundwater Level due to Tunnel Excavation, Proceedings of the 4th International Workshop on Earth Science and Technology, pp.59-66, 2006.12. |
| 98. |
Tetsuro ESAKI, Ibrahim DJAMALUDDIN, Yasuhiro MITANI, Xiaodong ZHAO, Development of GIS-based Evaluation Support System for Environmental Protection against Coal Mining Subsidence, Journal of the Mining and Materials Processing Institute of Japan, Vol.122, No.10/11, pp. 513-521, 2006.11. |
| 99. |
Ibrahim DJAMALUDDIN, Tetsuro ESAKI, Yasuhiro MITANI, GIS System Development for Surface Subsidence Prediction due to Complex Tabular Extractions, Proceedings of the 4th Asian Rock Mechanics Symposium, ISRM International Symposium 2006, CD-ROM, 2006.11. |
| 100. |
Chunxiang WANG, Tetsuro ESAKI, Yasuhiro MITANI, Banshu. XU, Asuka MURAKAMI, Cheng QIU, Influence on Groundwater Level Change due to Water Seepage in Chikushi Shinkansen Tunnel, Japan, Proceedings of the 4th Asian Rock Mechanics Symposium, ISRM International Symposium 2006, CD-ROM, 2006.11. |
| 101. |
Frederic VALLIER, Marc BOULON, Yasuhiro MITANI, Tetsuro ESAKI, Influence of the elasticity of rock walls at large scale on the mechanical behavior of rock joints, Proceedings of the 4th Asian Rock Mechanics Symposium, ISRM International Symposium 2006, CD-ROM, 2006.11. |
| 102. |
M. Sharifzadeh, Y. Mitani, T. Esaki, Rock joint surfaces measurement and analysis of aperture distribution under different normal and shear loading using GIS, ROCK MECHANICS AND ROCK ENGINEERING, 10.1007/s00603-006-0115-6, 41, 2, 299-323, DOI: 10.1007/s00254-006-0601-x (Online First), 2008.04, The geometry of the rock joint is a governing factor for joint mechanical and hydraulic behaviour. A new method for evaluating the aperture distribution, based on measurement of joint surfaces and three dimensional characteristics of each surface, is developed. This method allows one to determine and visualize the aperture distribution under different normal stresses and shear displacements, which is difficult to observe experimentally. A new laser scanner system is designed and developed for joint surface measurements. Special attention is paid to both surfaces' data gained by measurements and processing, such as x-y coordinate table modification, data referencing, and matching between upper and lower surfaces. The surfaces of an artificial joint in granite are measured, processed, analyzed and three dimensional approaches are carried out for surface characterization. Parameters such as "asperity's heights", "slope angles", and "aspects" distribution at micro scale, local concentration of elements and their spatial localization at local scale are determined by Geographic Information System (GIS). These parameters are used for joint surfaces matching and its real behavior quantitative analysis. The upper surface is brought down to make contact with the lower surface and the distance between the two surfaces is evaluated from the joint mean experimental aperture, which is obtained from normal and shear tests. Changes of aperture distribution at different normal stresses and various shear displacements are visualized and interpreted. Increasing normal load causes negative changes in aperture frequency distribution which indicates high joint matching. However, increasing shear displacement causes a rapid increase in the aperture and positive changes in the aperture frequency distribution, which could be due to un-matching, surface anisotropy and spatial localization of contact points with proceeding shear.. |
| 103. |
Tetsuro ESAKI, Yasuhiro MITANI, Hiroaki IKEMI, Guoyun ZHOU, Jiro MORI, An Advanced Application of Geographic Information System (GIS) to Rock Engineering, International Journal of the JCRM, Vol.2, No.1, E-Journal, 2006.01. |
| 104. |
Cheng Qiu, Tetsuro Esaki, Mowen Xie, Yasuhiro Mitani, Chunxiang Wang, Spatio-temporal estimation of shallow landslide hazard triggered by rainfall using a three-dimensional model, ENVIRONMENTAL GEOLOGY, 10.1007/s00254-006-0601-x, 52, 8, 1569-1579, DOI: 10.1007/s00254-006-0601-x (Online First), 2007.08, A shallow landslide triggered by rainfall can be forecast in real-time by modeling the relationship between rainfall infiltration and decrease of slope stability. This paper describes a promising approach that combines an improved three-dimensional slope stability model with an approximate method based on the Green and Ampt model, to estimate the time-space distribution of shallow landslide hazards. Once a forecast of rainfall intensity and slope stability-related data, e.g., terrain and geology data, are acquired, this approach is shown to have the ability to estimate the variation of slope stability of a wide natural area during rainfall and to identify the location of potential failure surfaces. The effectiveness of the estimation procedures described has been tested by comparison with a one-dimensional method and by application to a landslide-prone area in Japan.. |
| 105. |
J. PUPO, T. ESAKI, Y. MITANI, G. ZHOU, A GIS-based approach to predict early toppling and rock falling risk zones with outcrop patterns in cliffs, Proceedings of the ISRM International Symposium 3rd ARMS, 305-310, pp.305-310, 2005.12. |
| 106. |
Chungxiang WANG, Tetsuro ESAKI, Yasuhiro MITANI, Mowen XIE, Cheng QIU, GIS-Based Two-Dimensional Numerical Simulation of Debris Flow and Hazard Assessment, Proceedings of the 3th International Workshop on Earth Science and Technology, pp.289-296, 2005.12. |
| 107. |
P. B. THAPA, T. ESAKI, Y. MITANI, B. N. UPRETI, T. N. BHATTARAI, GIS-Based Landslide and Debris Flow Hazard Modeling of Arga Khola Watershed, Central Nepal, Journal of Nepal Geological Society, Vol.32, p.75, 2005.09. |
| 108. |
Tetsuro ESAKI, Ibrahim DJAMALUDDIN, Yasuhiro MITANI, Development of GIS-Based Spatial and Dynamic Subsidence Prediction System above Complex Underground Mining, Coal & Safety, No.27, pp.21-28, 2005.09. |
| 109. |
Tetsuro ESAKI, Prem Bahadur THAPA, Yasuhiro MITANI, Mowen XIE, GIS Based Multivariate Prediction Modeling of Landslide Hazard in the Mountainous Terrain of Central Nepal, Proc. of the 2005 Esast Asia Joint Symposium on Rock Engineering, pp.153-162, 2005.08. |
| 110. |
Desh Raj SONYOK, Yue CAI, Tetsuro ESAKI, Yasuhiro MITANI, An Analytical Verification of Standard Tunnel Support Patterns of Japanese Highway, Proc. of the 2005 Esast Asia Joint Symposium on Rock Engineering, pp.191-196, 2005.08. |
| 111. |
Ibrahim DJAMALUDDIN, Tetsuro ESAKI, Yasuhiro MITANI, Hiro IKEMI, Development of GIS-Based Analytical Method for Predicting Mining Subsidence, Proceedings of the 2005 ESRI International User Conference, Mining and Geoscience, CD-ROM, 2005.07. |
| 112. |
Hiro IKEMI, Tetsuro ESAKI, Yasuhiro MITANI, Hiroshi FUJIWARA, Establishment of the Spatial Information Infrastructure in Kyushu University, Japan, Proceedings of the 2005 ESRI International User Conference, Database Design Automation and Management, CD-ROM, 2005.07. |
| 113. |
Cheng QIU, Tetsuro ESAKI, Mowen XIE, Yasuhiro MITANI Chunxiang WANG, A GIS System Development for Evaluating 3D Slope Stability, Proceedings of the 2005 ESRI International User Conference, Mining and Geoscience, CD-ROM, 2005.07. |
| 114. |
Mostafa SHARIFZADEH, Yasuhiro MITANI, Tetsuro ESAKI, Hiro IKEMI, Fumihiro URAKAWA, Hydro-Mechanical Coupling Properties of Rock Joints under Normal and Shear Modes Considering Different Flow Boundary Conditions, Proceedings of the 40th U.S. Rock Mechnics Symposium, CD-ROM, 2005.06. |
| 115. |
Frederic VALLIER, Yasuhiro MITANI, Tertsuro ESAKI, Marc BOULON, Rock Joints Modeling and Application to Scale Effects, Proceedings of the 40th U.S. Rock Mechnics Symposium, CD-ROM, 2005.06. |
| 116. |
Yasuhiro MITANI, Mostafa SHARIFZADEH, Tetsuro ESAKI, Fumihiro URAKAWA, Development of shear-flow test apparatus and determination of coupled properties of rock joint, Proceeding of the Eurock 2005 – Inpact of Human Activity on the Geological Environment-, 397-403, pp.397-403, 2005.05. |
| 117. |
Frederic VALLIER, Yasuhiro MITANI, Tertsuro ESAKI, Marc BOULON, Mathematical modeling applied to scale effect study in rock mechanics, Proceeding of the Eurock 2005 – Inpact of Human Activity on the Geological Environment-, 639-642, pp.639-642, 2005.05. |
| 118. |
Jairo PUPO, Teturo ESAKI, Yasuhiro MITANI, Hiro IKEMI, Guoyun ZHOU, GIS Analysis of the Erosional Process of Volcanic Deposits in Inukai Area, Japan, Memoris of the Faculty of Engineering, Kyusyu University, Vol.65, No.1, pp.71-84, 2005.01. |
| 119. |
T. ESAKI, I. DJAMALUDDIN, Y. MITANI, G. ZHOU, Synthesis subsidence prediction method due to underground mining integrated with GIS, Proceedings of the ISRM International Symposium 3rd ARMS, 147-152, pp.147-152, 2004.12. |
| 120. |
M. SHARIFZADEH, Y. MITANI, T. ESAKI, F. URAKAWA, An investigation of joint aperture distribution using precise surface asperities measurement and GIS data processing, Proceedings of the ISRM International Symposium 3rd ARMS, 165-171, pp.165-171, 2004.12. |
| 121. |
Mowen XIE, Tetsuro ESAKI, Yasuhiro MITANI, Meifeng CAI, GIS as tool for slope stability evaluation and landslide hazard assessment, Proceedings of the ISRM International Symposium 3rd ARMS, 311-316, pp.311-316, 2004.12. |
| 122. |
F. VALLIER, Y. MITANI, T. ESAKI, M. BOULON, Development of a new shear model for rock joints, application to scale effect, Proceedings of the ISRM International Symposium 3rd ARMS, 983-988, pp.983-988, 2004.12. |
| 123. |
邱 騁，江崎哲郎，謝 漠文，三谷泰浩, Development of a GIS method for slope failure probabilistic analysis, 第23回西日本岩盤工学シンポジウム論文, pp.47-52, 2004.12. |
| 124. |
Chen QIU, Tetsuro ESAKI, Mowen XIE, Yasuhiro MITANI, A GIS method for slope failure probabilistic evaluation based on slope unit, Proceedings of the 2rd International Workshop on Earth Science and Technology, pp.47-54, 2004.12. |
| 125. |
Prem Bahadur THAPA, Tetsuro ESAKI, Yasuhiro MITANI, Landslides and debris flows characteristics and hazard mapping in the natural hill-slope terrain by using GIS, Proceedings of the 2rd International Workshop on Earth Science and Technology, pp.47-54, 2004.12. |
| 126. |
Mostafa SHARIFZADEH, Yasuhrio MITANI, Tetsuro ESAKI, Fumihiro URAKAWA, Development of Evaluation Method of Rock Joint Aperture Distribution, Proceedings of the ISRM Regional Symposium, EUROCK 2004 & 53th Geomechanics Colloquium, pp.565-568, 2004.10. |
| 127. |
Frederic VALLIER, Yasuhiro MITANI, Marc BOULON, Tetsuro ESAKI, Application of a mechanical constitutive model of rock joint to the study of the scale effect, Proceedings of the ISRM Regional Symposium, EUROCK 2004 & 53th Geomechanics Colloquium, pp.565-568, 2004.10. |
| 128. |
Yasuhiro MITANI, Tetsuro ESAKI, Yue CAI, A numerical study about flexure toppling phenomenon on rock slope, Proceedings of the 1st International UDEC/3DEC Symposium, pp.235-241, 2004.09. |
| 129. |
Mowen XIE, Teturo ESAKI, Yasuhiro MITANI, Meifeng CAI, A 3-D deterministic approach for mapping landslide hazards using GIS, Landslides: Evaluation and Stabilization, Vol.1, pp.97-102, 2004.06. |
| 130. |
M.Xie, T.Esaki, G.Zhou, Y.Mitani, GIS-based 3D critical slope stability analysis and landslide hazard assesment, Journal of Geotechnical Engineering, ASCE, pp.1109-1118, 2003.12. |
| 131. |
Guoyun ZHOU, Tetsuro ESAKI, Yasuhiro MITANI, Jiro MORI, Slope Failure Prediction Using a Spatial Probabilistic Modeling Approach Integrated with Monte Carlo Simulation and GIS, Proceedings of International Symposium on Rock Stress - RS Kumamoto '03 -,, 425-431, pp.425-431, 2003.11. |
| 132. |
Tetsuro ESAKI, Mowen XIE, Guoyun ZHOU, Yasuhiro MITANI, Slope Unit Based 3D Landslide Hazard Mapping System, Proceedings of 10th International Congress on Rock Mechanics, ISRM, pp.305-308, 2003.09. |
| 133. |
Yasuhiro MITANI, Tetsuro ESAKI, Sharifzadeh MOSTAFA, Vallier FREDERIC, Shear-Flow Coupling Properties of a Rock Joint and Its Modeling by Geographic Information System (GIS), Proceedings of 10th International Congress on Rock Mechanics, ISRM, pp.829-836, 2003.09. |
| 134. |
Mikio TAKEDA, Ming ZHANG, Tetsuro ESAKI, Yasuhiro MITANI, Effect of Anisotropy and Heterogeneity of Rock Mass on In-Situ Permeability Tests, Proceedings of 10th International Congress on Rock Mechanics, ISRM,, pp.1195-1198, 2003.09. |
| 135. |
Yasuhiro MITANI, Tetsuro ESAKI, Guoyun ZHOU, Yuichi NAKASHIMA, Experiments and Simulation of Shear-Flow Coupling Properties of a Rock Joint, Proceedings of the 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and the 39th U.S. Rock Mechanics Symposium: Soil and Rock America, pp.1459-1464, 2003.06. |
| 136. |
Tetsuro ESAKI, Yue CAI, Yasuhiro MITANI, Guoyun ZHOU, Yujing JIANG, Coupling Model for Reinforcement and Rock Mass, Proceedings of the 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering and the 39th U.S. Rock Mechanics Symposium: Soil and Rock America, pp.2187-2192, 2003.06. |
| 137. |
Tetsuro Esaki, Xiabing Zhou, Guoyun Zhou, Yasuhiro Mitani, Development of an integrated GIS-based prediction system of tunnels seepage considering 3D formation and hydrological, Proceedings of 1st Kyoto International Symposium on Underground Environment, 251-258, pp.253-260, 2003.03. |
| 138. |
Tetsuro ESAKI, Xiabing ZHANG, Guoyun ZHOU, Yasuhiro MITANI, Development of an Integrated GIS-Based Prediction System of Tunnels Seepage Considering 3D Formation And Hydrological Cycle, Proceedings of 1st Kyoto International Symposium on Underground Environment−Role of Geo-Technology to the Underground Environment−, 251-258, pp.251-258, 2003.03. |
| 139. |
Experimental and numerical simulation of shear tests for rock masses with steeply dipped discontinuities.
Scale model tests and the DEM analysis are carried out to grasp a shear behavior of discontinuous rock masses with rock block of two prominent sets of discontinuities, which are oriented perpendicular to each other.
The results of the model test and the analysis indicate that there is the anisotropy of shear properties between counter-dip arrangement and dip arrangement In the case of counter-dip arrangement, the failure mechanism is dominated by shear failure of intact rock, however, in the case of dip arrangement, it is dominated by tensile failure of intact rock due to toppling failure, which is caused by opening of discontinuities.. |
| 140. |
Guoyun ZHOU, Tetsuro ESAKI, Yasuhiro MITANI, Mowen XIE, Jiro MORI, Spatial Probabilistic Modeling of Slope Failure Using an Integrated GIS Monte Carlo Simulation Approach, Engineering Geology, 10.1016/S0013-7952(02)00241-7, 68, 3-4, 373-386, Vol.68, Issue3-4, pp.373-386, 2003.03. |
| 141. |
Mowen XIE, Tetsuro ESAKI, Guoyun ZHOU, Yasuhiro MITANI, Three-Dimensional Stability Evaluation of Landslide and a Sliding Process Simulation Using a New Geographic Information Systems Component, Environmental Geology, 10.1007/s00254-002-0655-3, 43, 5, 503-512, Vol.43, No.5, pp.503-512, 2003.03. |
| 142. |
Sharifzadeh Mostafa, Tetsuro Esaki, Yasuhiro Mitani, A review of coupling processes in rock fractures with emphasis on hydromechanical shear-flow coupling, Proceedings of the 3rd Iranian International Conference on Geothechnical Engineering and Soil Mechanics, pp.205-213, 2002.12. |
| 143. |
Jairo Pupo, Tetsuro Esaki, Guoyun Zhou, Yasuhiro Mitani, A toppling risk of the Aso welded tudd cliff in Oita prefecture, Proceedings of the Fourth International Summer Symposium, pp.259-262, 2002.08. |
| 144. |
Yasuhiro MITANI, Tetsuro ESAKI, Yuichi NAKASHIMA, An Experimental Study on the anisotoropy of flow in a rock joint, Proc. of the Rock Engineering Problems and Approaches in Underground Construction, pp.281-288, 2002.07. |
| 145. |
Mikio TAKEDA, Ming ZHANG, Tetsuro ESAKI, Yasuhiro MITANI, Numerical Studies on Interpreting the Data of In-Situ Permeability Tests, Proc. of the Rock Engineering Problems and Approaches in Underground Construction, pp.335-342, 2002.07. |
| 146. |
Mowen XIE, Tetsuro ESAKI, Guoyun ZHOU, Yasuhiro MITANI, GIS-based 3D deterministic slope stability analysis, Proc. of the Rock Engineering Problems and Approaches in Underground Construction, pp.359-365, 2002.07. |
| 147. |
Yasuhiro MITANI, Tetsuro ESAKI, Guoyun ZHOU, New Development of Rock Engineering in Application of Geographic Information systems, International Workshop on Intelligent Mining Systems (Japan-Czech Joint Sympo.), Kyushu University, Fukuoka, Japan, 2002.04, 2002.04. |
| 148. |
GIS-based three dimensional slope stability analysis (in Chinese). |
| 149. |
Tetsuro ESAKI, Xie MOWEN, Zhou GUOYUN, Yasuhiro MITANI, Monte carlo method for locating and evaluating 3D critical slope slip based on GIS database, Proceedings of the 2001 ISRM International Symposium-2nd Asian Rock Mechanics Symposium, 17-21, pp.17-21, 2001.09. |
| 150. |
Xiaodong ZHAO, Tetsuro ESAKI, Guoyun ZHOU, Yasuhiro MITANI, Stability assessment of tertiary stratified slope by using GIS and stereo-net, Proceedings of the 2001 ISRM International Symposium-2nd Asian Rock Mechanics Symposium, 475-478, pp.475-478, 2001.09. |
| 151. |
M. XIE, T. ESAKI, G. ZHOU, Y. MITANI, Data coupling for GIS- based 3D slope stability analysis, Proceeding of the Third International Summer Symposium, pp.225-228, 2001.08. |
| 152. |
Yue CAI, Teturo ESAKI, Yingshu YUAN, Yasuhiro MITANI, Guoyun ZHOU, Ｍodeling for autogenous shirinkage of repair material at early age, Proceeding of the Third International Summer Symposium, pp.249-252, 2001.08. |
| 153. |
G. ZHOU, T. ESAKI Y. MITANI, Three dimensional groundwater flow and land subsidence modeling in Saga plain by using GIS, Proceedings of Asia GIS 2001, CD-ROM, 2001.07. |
| 154. |
M. XIE, T. ESAKI, G. ZHOU, Y. MITANI, Effective data transformation and processing for GIS-based 3D landslide hazard assessment, Proceedings of Asia GIS 2001, CD-ROM, 2001.07. |
| 155. |
Shouji DU, Tetsuro ESAKI, Yasuhiro MITANI, Guoyun ZHOU, Kouji IKUSADA, A Numerical Simulation and Visualization of Shear Process of Rock Masses by Using Geographic Information System, Proceedings of the 38th U.S. Rock Mechanics Symposium, pp. 895-900, 2001.07. |
| 156. |
Tetsuro ESAKI, Mowen XIE, Guoyun ZHOU, Yasuhiro MITANI, 3D Critical Slope Stability Analysis Based on GIS Spatial Database and Monte Carlo Simulation, Proceedings of the 38th U.S. Rock Mechanics Symposium, 1137-1143, pp. 1137-1143, 2001.07. |
| 157. |
Tatsuru MIZOKAMI, Kouji IKUSADA, Tetsuro ESAKI, Yasuhiro MITANI, Physical and Analytical Simulation of In-Situ Shear Test on Steeply Dipped Rock Masses, Proceedings of the 38th U.S. Rock Mechanics Symposium, pp. 1445-1450, 2001.07. |
| 158. |
Tetsuro ESAKI, Kaijun JIANG, A.M.Abdel-RAHMAN, Yasuhiro MITANI, Guoyun ZHOU, Mitsuaki EGUCHI, Weathering of the Blockfields in Hirao Grandiorite and Effects of Tunneling Constraction on the Natural Environment, Memoirs of the Faculty of Engineering, Kyushu University, Memoirs of the Faculty of Engineering, Kyushu University, 2001.03. |
| 159. |
Tara Nidhi BHATTRAI, Tetsuro ESAKI, Yasuhiro MITANI, Tatsuru MIZOKAMI, Evaluating Stiffness of Natural Rock Joints by Laboratory Tests, 第31回岩盤力学に関するシンポジウム論文集, pp.166-170, 2001.01. |
| 160. |
Laboratory Studies on Gas Permeability and Hydraulic Anisotropy of Rocks
Accurate determination of the permeability of hydraulically-tight rock at great depth is very important for the design and/or assessment of facilities associated with many kinds of underground utilization or exploitation. One of the promising ways to test a rock specimen having such low permeability is to use gas such as air as the permeant. Because the viscosity of air is much lower than that of water, air permeates through a hydraulically-tight specimen of rock more readily than water. In this study, we developed a new laboratory permeability test system. This system is capable of testing low permeability rocks either by the constant pressure air permeation test or by the constant-flow air permeation test under high confining pressure conditions that simulate ground pressures at depths. The system was used to test Shirahama sandstone and Inada granite, which are two types of rock widely available in Japan. In order to investigate the effects of anisotropy on rock permeability, specimens cored parallel to and perpendicular to bedding for sandstone, and specimens cored in the direction perpendicular to Rift Plane, Grain Plane and Hardway Plane for granite, were used. In addition, a series of test conditions were set so that the effects of test method, permeation or entrance pressure, specimen size and confining pressure on gas permeability of rocks can be assessed. Preliminary results of present study show that : (1)air permeation tests, especially the constant-pressure air permeation test can be effectively used to measure the permeability of a hydraulically-tight specimen of rock as low as that of granite ; (2)the permeability of a rock specimen is a function of the confining pressure, it decreases monotonously with increase in confining pressure. Under the tested conditions with increment of confining pressure from 1MPa to 69MPa, the gas permeabilities of Shirahama sandstone and Inada granite ranged from 9.4×10^ to 7.4×10^ and 5.2×10^ to 8.0×10^(m^2), respectively ; (3)Inada granite in particular appears to exhibit hydraulic anisotropy. The permeability in the direction perpendicular to Rift Plane aloug which major microcracks exist demonstrates the lowest value. In other words, the permeability in the direction along the plane of microcracks is higher than that in the direction perpendicular to the plane of microcracks.. |
| 161. |
Yasuhiro MITANI, Tetsuro ESAKI, Shouji Du, Yujing JIANG, Development of A New Advanced Shear-Flow Coupling Test Apparatus, Proceedings of the 9th Int. Congr. On Rock Mechanics, ISRM, 769-772, pp.769-772, 1999.08. |
| 162. |
Tetsuro ESAKI, Shouji DU, Yasuhiro MITANI, Kouji IKUSADA, Lanru JING, Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint, Int. Journal of Rock Mech. And Mining Sciences, 10.1016/S0148-9062(99)00044-3, 36, 5, 641-650, Vol.36, No.5, pp.641-650, 1999.07. |
| 163. |
Ming ZHANG, Tetsuro ESAKI, Harold W. OLSEN, Yasuhiro MITANI, Integrated Shear and Flow Parameter Measurement, Geotechnical Testing Journal, 20, 3, 296-303, 1997.07. |
| 164. |
Tetsuro ESAKI, Ming ZHANG, Akihiro TAKESHITA, Yasuhiro MITANI, Rigorous Theoretical Analysis of a Flow Pump Permeability Test, Geotechnical Testing Journal, 19, 3, 241-246, Vol.19, No.3, pp.241-246, 1996.09. |
