Takashi Tsuchida

Last Updated :2017/11/08

Affiliations, Positions
Graduate School of Engineering, Professor
E-mail
ttuchidahiroshima-u.ac.jp
Other Contact Details
1-4-1,Kagamiyama,Higashi-Hiroshima, Japan
TEL : (+81)824-24-7784 FAX : (+81)824-24-7784

Basic Information

Academic Degrees

  • Doctor of Engineering, The University of Tokyo

Research Fields

  • Engineering;Civil engineering;Geotechnical engineering

Research Keywords

  • Laboratory tests in soil mechanicsl
  • Geotechnical Survey
  • Geotechnical Engineering
  • Geotechnical disaster prevention
  • Waste disposal facility
  • Design of seaport and airport facilities

Affiliated Academic Societies

  • Japanese Society of Geotechnical Engineering, 1976
  • Japanese Society of Civil engineers, 1976

Educational Activity

Course in Charge

  1. 2017, Liberal Arts Education Program1, First Semester, Introductory Seminar for First-Year Students
  2. 2017, Undergraduate Education, Second Semester, Civil and Environmental Engineering and Engineer's Ethics
  3. 2017, Undergraduate Education, Second Semester, Soil Mechanics
  4. 2017, Undergraduate Education, Second Semester, Exercise of Soil Mechanics
  5. 2017, Undergraduate Education, First Semester, Geotechnical Engineering
  6. 2017, Undergraduate Education, First Semester, Maintenance Engineering of Structures
  7. 2017, Undergraduate Education, Second Semester, Bridge and Earthquake-resistance
  8. 2017, Undergraduate Education, First Semester, Experiments in Civil and Environmental Engineering
  9. 2017, Undergraduate Education, Second Semester, Design of Infrastructures
  10. 2017, Undergraduate Education, Second Semester, Project Management in Civil and Environmental Engineering
  11. 2017, Graduate Education (Master's Program) , Second Semester, Soft Ground Engineering
  12. 2017, Graduate Education (Master's Program) , Second Semester, Management of Natural Disasters
  13. 2017, Graduate Education (Master's Program) , First Semester, Advanced Geotechnical Engineering
  14. 2017, Graduate Education (Master's Program) , Year, Civil and Environmental Engineering Research I
  15. 2017, Graduate Education (Master's Program) , Year, Civil and Environmental Engineering Research II
  16. 2017, Graduate Education (Master's Program) , Academic Year, Civil and Environmental Engineering Research II
  17. 2017, Graduate Education (Doctoral Program) , Year, Civil and Environmental Engineering Research IV
  18. 2017, Graduate Education (Doctoral Program) , Academic Year, Civil and Environmental Engineering Research IV
  19. 2017, Graduate Education (Doctoral Program) , Academic Year, Civil and Environmental Engineering Research V
  20. 2017, Graduate Education (Master's Program) , Year, Civil and Environmental Engineering Seminar II
  21. 2017, Graduate Education (Master's Program) , Year, Civil and Environmental Engineering Seminar II
  22. 2017, Graduate Education (Master's Program) , Academic Year, Civil and Environmental Engineering Seminar II

Research Activities

Academic Papers

  1. Effect of Humic Acid on Strength Behavior of Cement-Treated Marine Clay during Various Curing Time, Journal of Materials in Civil Engineering, ASCE, 2017,3,30
  2. Strength and stiffness of cement-treated marine dredged clay at various curing stages, CONSTRUCTION AND BUILDING MATERIALS, 132, 71-84, FEB 1 2017
  3. Engineering behavior of cement-treated marine dredged clay during early and later stages of curing, ENGINEERING GEOLOGY, 209, 163-174, JUL 15 2016
  4. Study on Geotechnical Sealing Material for Coastal Disposal Facility for Wastes Contaminated by Radioactive Cesium, Marine Georesources & Geotechnology, 35, 481-495, 2017,7
  5. Engineering behavior of cement-treated marine dredged clays during early and latter stages of curing, Engineering Geology, Engineering Geology, 209, 163-174, 20160715
  6. e-log sv' relationship for marine clays considering initial water content to Evaluate Soil Structure, Marine Georesources & Geotechnology, 35(1), 104-119, 20160601
  7. Investigation of Landslide Calamity due to Torrential Rainfall at City of Shobara, Soils and Foundations, 55(5), 20151001
  8. Proposal of cutoff seawalls in coastal areas required high safety against the strong earthquake - Experimental and numerical studies against the level 2 class strong earthquake -, Japanese Geotechnical Journal, 10(3), 343-358, 20150901
  9. Strength mobilization of cement-treated dredged clay during the early stages of curing, Soils and Foundaions, 55(2), 375-392, 20150415
  10. Geotechnical Assesment of Natural Slopes and Valleys Based on Real Time Rainfall Data, International Journal of GEOMATE, 10(1), 1584-1594, 201503
  11. A new geotechnical method for natural slope exploration and analysis, NATURAL HAZARDS, 75(2), 1327-1348, 20150415
  12. Estimation of compressive strength of cement-treated marine clays with different initial water contents, Soils and Foundaions, 55(2), 359-374, 20150415
  13. Estimation of Strength Mobilization on Cement-Treated Dredged Clay in Early Stages of Curing, Soils and Foundations, 55(2), 375-392, 20150415
  14. Practical slip circle method of slices for calculation of bearing capacity factors, Soils and Foundaions, 54(6), 1127-1144, 20141101
  15. Landslide and mudflow disaster in disposal site of surplus soil at Higashi-Hiroshima due to heavy rainfall in 2009, Soils and Foundaions, 54(4), 621-638, 20140601
  16. Individual landslide hazard assessment of natural valleys and slopes based on geotechnical investigation and analysis, Soils and Foundaions, 54(4), 806-819, 20140601
  17. Restoration Method of Artificial Tidal Flat by Use of Pressure Injection of Slurry Dredged Clay, Geotechinical Engineering Journal, 4, 93-101, 20141001
  18. Characterization of Inherent Random Heterogeneity of Weathered Granite, International Journal of GEOMATE, 7(2), 1025-1032, 20140901
  19. Strength mobilization characteristic of dredged clay mixed with cement during initial curing time, ISOPE2014(Korea), 15-20, 20140601
  20. Seismic Performance of Caisson Type QuayWall with Lightweight Backfill, Indian Geotech J, 127-136, 2013
  21. Estimation of in-situ shear strength parameters of weathered granitic (masado) slopes using lightweight dynamic cone penetrometer, Soils and Foundaions, 51(3), 497-512, 2011
  22. Reproduction of microscopic structure of marine clays by cement addition, Proceedings Asian Regional Conference on Soil Mechanics and Foundation Engineering, 2011
  23. Risk assessment of natural slopes by geotechnical data and rainfall analysis, Proceedings Asian Regional Conference on Soil Mechanics and Foundation Engineering, 2011
  24. Ten year follow-up study of airfoam-treated lightweight soil, Ground Improvement, Proceedings of the Institution of Civil Engineers, 164(3), 189-200, 2011
  25. Long-term properties of airfoam-treated lightweight soil made from dredged clay, Journal of ASTM International, Paper ID: JAI102134, 2009. doi: 10.1520/JAI102134, 2009
  26. Reproduction of structure due to aging of marine clay due by addition of small amount of cement, 17th International Conference on Soil Mechanics and Geotechnical Engineering,, 360-363, 2009
  27. Variations in threshold acceleration for seismic induced deformations of embankments, International Conference on Performance-Based Design in Earthquake Geotechnical Engineering from case history to practice (IS-Tokyo9), 867-872, 2009
  28. A Practical Method for Identifying Parameters on the Seismic Design of Embankments, Georisk, 2(1), 28-40, 2008
  29. Evaluation of In-situ Shear Strength of Natural Slopes Vulnerable to Heavy Rainfall by Lightweight Dynamic Cone Penetrometer, Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation (GEDMAR08), 578-584, 2008
  30. Study on Rainwater Infiltration in Subsoil of Sandy Slope during Rainfall by Field Monitoring, Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation (GEDMAR08), 508-515, 2008
  31. Study on Rainfall Infiltration and Groundwater Generation in Subsoil of Natural Sandy Slopes, 36th International Association of Hydrogeologists Congress, 2008
  32. Effect of Heterogeneous Soil Strength on the Seismic Residual Displacement of Embankments, Proc. of 4th decennial Geotechnical Earthquake Engineering and Soil Dynamics Conference(Sacramento), 2008
  33. A Study on the Seismic Response of Embankments based on the Estimation of the Natural Frequency in the Vertical Direction, Proc, of 4th International Disaster and Risk Conference, Davos, Switzerland, 2008
  34. Wave-induced liquefaction and densification in muddy sand, Proc. of 31st International Conference on Coastal Engineering, 2875-2885, 2008
  35. The Preparation on Practical Seismic Evaluation Method of the Existent Slopes, Proc, of 14thWorld Conference Earthquake Engineering (DVD-ROM), Beijing, 2008
  36. Study on Upward Movement of Fines from Sandy Seabed under Cyclic Water Pressure Change due to waves, 2008
  37. Mechanical properties of lightweight treated soil cured in water pressure, Soils and Foundaions, 47(4), 731-748, 2007
  38. New design method on bearing capacity of rubble mound of composite breakwater with consideration of deformation, Soils and Foundaions, 47(2), 219-235, 2007
  39. A Study on the applicability of the modified Newmark method, Proc. of 4th International Conference on Earthquake Geotechnical Engineering, 2007
  40. Determination of Shear Strength Parameters of Natural Masado Slopes, ISOPE 2007(Lisbon), Vol.2, 1205-1212, 2007
  41. Movement and washout of fines in sand layer under one-dimensional water pressure change, The 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 2007
  42. Investigation of Spacial Variability of Natural Masado Slopes, Proceedings of the 17th International Offshore (Ocean) and Polar Engineering Conference,2006 San Francisco, Vol.2, 324-331, 2006
  43. A Study on Computation of Seismic Permanent Displacement of Embankments considering Horizontal and Vertical Seismic Motion, Proc. of First European Conference on Earthquake Engineering and Seismology (CD-ROM), Paper No. 904, Geneva, Switzerland, 2006
  44. Finite element analysis of the improved ground by sand compaction pile method, Proceedings of International Symposium on Geomechanics and Geotechnics of Particulate Media(Ube), 449-455, 2006
  45. Upward movement of fines in sand under one-dimensional water pressure change, 415-419, 2006
  46. Structure due to cementation of Osaka Bay clay and its mathematical modeling, Proceedings of the Symposium on Geotechnical Aspects of Kansai International Airport, 31-40, 2005
  47. One-dimensional compression of air-foam treated lightweight geo-material in microscopic point of view, Soils and Foundaions, 44(6), 53-67, 2004
  48. One-Dimensional Compression for Air-Foam Treated Lightweight Geo-Material in Microscopic Point of View, Soils and Foundations, 44(6), 53-68, 2004
  49. K0-consolidation in a triaxial cell and evaluation of in-situ K0 for marine clays with various characteristics, Soils and Foundations, 43(1), 1-20, 2003
  50. Influence of Sand Fraction on the Impermeability of Seepage Control Clayey Layer, 2nd International Symposium on Contaminated Sediments= Characterzation= Evaluation= Mitigation/Restoration= Monitoring and Performance, 2003
  51. Effect of Drying Process on the Evaluation of Microstructure of Clays Using Scanning Electron Microscope (SEM) and Mercury Intrusion Porosimetry (MIP),, The Proceedings of the Sixth(1996) International Offshore and Polar Engineering Conference, 1, 385-392, 2003
  52. Effect of drying and preparation method on microscopic analysis on Pleistocene clays using mercury intrusion porosimetry, BALKEMA, 73-78, 2003
  53. Evaluation of in-situ lateral earth pressure at rest for marine clay by means of triaxial cell,, Soft Ground Engineering in Coastal Area= BALKEMA, 97-103, 2003
  54. Utilization of cement treated soft dredgings with special working ship, Soft Ground Engineering in Coastal Area= BALKEMA, 335-344, 2003
  55. Construction of seawall for waste Landfill in Tachibana Port, Soft Ground Engineering in Coastal Area= BALKEMA, 345-352, 2003
  56. Use of lightweight treated soil method in seaport and airport construction projects,, Soft Ground Engineering in Coastal Area= BALKEMA, 353-365, 2003
  57. Stability analysis of a ground-sheet pile system on the soft ground, Soft Ground Engineering in Coastal Area= BALKEMA, 389-396, 2003
  58. Development of clayey water interception material in a coastal area, Soft Ground Engineering in Coastal Area= BALKEMA, 193-200, 2003
  59. Case studies of Lightweight Treated Soil Method in Seaport and Airport Construction Project, Proceedings of 12th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 2003
  60. Evaluation of structure and mechanical properties of Pleistocene clay in Osaka Bay, 41(2), 45-91, 200206
  61. Development of a Geomaterial from Dredged Bay Mud, A.S.C.E., Journal of Materials in Civil Engineering, Vol.13(Issue 2), 2001,4,
  62. Comparative study on undrained strength of Osaka Bay Pleistocene clay determined by several kinds of laboratory tests, Soils and Foundations, 41(5), 47-60, 2001
  63. Influence of stress release on sample quality of Pleistocene clay collected from large depth in Osaka Bay, Soils and Foundations, 41(4), 17-24, 2001
  64. Practices of reused dredgings by cement treatment, Soils and Foundations, 41(5), 129-143, 2001
  65. Field placing test of lightweight treated soil under seawater in Kumamoto Port, Soils and Foundations, 41(5), 145-154, 2001
  66. Evaluation of undrained shear strength of soft clay with consideration of sample quality, Soils and Foundations= Japanese Geotechnical Society, 40(3), 29-42, 2000
  67. Compressive Behavior of Sensitive Ariake Clays, 39(2), 27-45, 200006
  68. Technology of air-transported stabilized dredged fill Part2: quality assesment, Ground Improvement, 3, 59-66, 1999
  69. On compression characteristics of Ariake clays, Canadian Geotechnical Journal, 36, 807-814, 1999
  70. The development of shear strength for sedimentary soft clay with respect to aging effect, Soils and Foundations, 39(6), 13-24, 1999
  71. Restoration of A Wharf Structure, Journal of Performance of Constructed Facilities, A.S.C.E., 13(1), 1-6, 1999
  72. Comparative study on sample quality using several types of sampler, Soils and Foundations, 36(2), 57-68, 1996
  73. Evaluation of Strength of Soft Clay Deposits ­A Review of Unconfined Compression Strength of Clay­, 34(1), 3-37, 199503
  74. Observation of differential settlement in offshore development project of Tokyo International Airport, Soils and Foundations, 33(2), 116-125, 1993
  75. K0 consolidation of undisturbed clays by means of triaxial cell, Soils and Foundations, 31(3), 127-137, 1991
  76. Effect of aging of marine clays and its duplicationby high temperature consolidation, Soils and Foundations, 31(4), 133-147, 1991
  77. Experimental study on consolidation of marine clays in alternating current electric field, Soils and Foundations, 28(4), 38-46, 1988

Publications such as books

  1. 2004, The lightweight treated soil method , Balkema, 2004, Tsuchida, T and Egashira, K, 120
  2. 2002, Soft Ground Engineering in Coastal Areas, Proceedings of the Nakase Memorial Symposium, BALKEMA, 2002, Tsuchida,T., Watabe,Y., Kang.M.S. and Terashi,M, 1-423
  3. 2000, Coastal Geotechnical Engineering in Practice, Proceedings of the International Symposium IS-Yokoham2000, BALKEMA, 2000, Nakase, A. and Tsuchida, T., 1-787
  4. 1994, Lowlands, Development and Management, "Manmade Coastal Islands", Balkema, 1994, Tsuchida Takashi, 207-218

Invited Lecture, Oral Presentation, Poster Presentation

  1. Evaluation of Strength of Soft Clay Deposits, a Review of Unconfined Compression Strength, Tsuchida Takashi, Pakistan National Society for Soil Mechanics and Foundation Engineering, 1993, With Invitation
  2. Evaluation of Strength of Soft Clay Deposits, a Review of Unconfined Compression Strength, Tsuchida Takashi, Proceedings of First Bangladesh-Japan Joint Geotechnical Seminar, Ground Improvement, Bangladesh Society for Geotechnical Engineering, 1993, With Invitation
  3. Lightweight Treated Soil Method for Seaport and Sea-side Airport Construction, from Research to Practice, Takashi Tsuchida, 10th International Conference on Civil and Environmental Engineering (ICCEE2011), 2011, With Invitation, Taiwan

Awards

  1. 2017年06月07日, Award of Excellent Research Paper,Japanese Society of Geotechnical Engineering, Japanese Geotechnical Society, Stability condition of marine clay under wave loading and its relation to natural water content of seabed
  2. 2017年04月25日, JGS Chugoku Branch, Engineering Award,, Chugoku Branch of Japan Geotechnical Society, Technology for environment improvement of seabed in closed seawater using recycled geomaterials
  3. 2016年06月08日, Award of Excellent Research Paper,Japanese Society of Geotechnical Engineering, Japanese Society of Geotechnical Engineering, Estimation of Compressive Strength of Cement-Treated Marine Clays with Different Initial Water Contents 
  4. 2015年04月, Best Paper Award of Jiban to Kensetsu, Chugoku Branchi, The Japanese Geotechnical Society, The Strength Mobilization of Cement Treated Clays During Initial Stages of Curing
  5. 2010年04月, Best Paper Award of Jiban to Kensetsu, Chugoku Branch, The Japanese Geotechnical Society, Model Test about the quakeproof reinforcement of Quay Wall Foundation by Chemical Grouting
  6. 2008年04月, Best Paper Award of Jiban to Kensetsu, Chugoku Branch of Japanese Geotechnical Society, Deformation analysis of dredging reclaimed ground improved by vacuum consolidation method
  7. 2002年05月, "Award of Excellent Technological Development, Japanese Geotechnical Society, 2002", Japanese Geotechnical Society, Increase of seismic strength of quaywall by means of light-weight treated soil method in maritime area
  8. 1998年04月, Research Achievement Award of Minister of Science and Technology Agency, Ministry of Science and Technology Agency, Study on mechanical properties of clay with cllapsed structure
  9. 1993年05月, "Award of Excellent Research Paper,Japanese Society of Soil Mechanicsand Foundation Engineering", Japanese Society of Soil Mechanics and Foundation Engineerin, Effect of Aging of Marine Clay and Its Duplication by High Temperature Consolidation