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[Japanese] [English]
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| Name |
Masaki KITAZUME |
| Research Field |
Geotechnical Engineering, Ground Improvement |
| Degrees and Career |
1979 Bachelor of Engineering, Tokyo Institute of Technology
1981 Master of Engineering, Tokyo Institute of Technology
1994 Doctor of Engineering, Tokyo Institute of Technology
1981 Research Engineer, Soil Stabilization Laboratory, Geotechnical Engineering
Division, Port and Harbour Research Institute
1987 Senior Research Engineer, Geotechnical Engineering Division, Port
and Horbour Research Institute
1992 Chief of Soil Stabilization Laboratory, Geotechnical Engineering Division, Port and Harbour Research Institute
2001 Head of Soil Stabilization Division, Geotechnical and Structural Engineering Department, Port and Airport Research Institute
2007 Director of Special Research & Head of Soil Stabilization Division,
Geotechnical and Structural Engineering Department, Port and Airport Research
Institute
2008 Director of Geotechnical and Structural Engineering Department, Port
and Airport Research Institute
2009 Distinguished Researcher, Port and Airport Research Institute &
Visiting Professor of Tokyo Institute of Technology
2011 Professor of Tokyo Institute of Technology |
| Publications in English |
wThe Deep Mixing Methodx(CRC Press, Taylor & Francis Group, 2013.2)
wThe Sand Compaction Pile Methodx(Tayler & Francis, 2005)
wThe Deep Mixing Method - Principle, Design and Constructionx( A. A. Balkema, 2002)
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| Membership |
The Japanese Society of Soil Mechanics and Geotechnical Engineering
The International Society of Soil Mechanics and Geotechnical Engineering
The Japan Society of Civil Engineering
The Deep Foundation Institute |
| Professional Activities |
- Invited State of Practice Lecture, The 12th International Conference on Soil Mechanics and Geotechnical Engineering, 2005.9
- Invited Keynote Lecture, The 6th International Conference on Physical Modelling in Geotechnics, 2006.8
- Invited Keynote Lecture, The 13th Asian regional Conference on Soil Mechanics and Geotechnical Engineering, 2007.12
- Invited keynote lecture, International Symposium on Ground Improvement Technologies and Case Histories, 2009.12
- Invited keynote lecture, The Korean Geotechnical Society Symposium on Recent Developments in Soft Ground Engineering for Overseas Projects, 2011.11
- Invited keynote lecture, The 1st Asian Workshop on Physical Modelling in Geotechnics, Asiafuge 2012, 2012.11
- CEN TC28FCEN/TC 288 - WG10 Deep Mixing, 2001 to 2003
- CEN TC28FCEN/TC 288 - WG11 Vertical Drainage, 2004 to 2006
- COWIFTechnical Assistance on Korea Busan - Geoje Fixed Link, Immersed Tunnel, 2005
- Japan Bank for International Cooperation: Design Review on Detail Design of Soil Improvement in Cai Mep - Thi Vai International Port Construction Project, 2006
- Penta-Ocean: Technical Advisory for Pasir Panjang Terminal Construction Project, 2008
- Virginia Port AuthorityFBlue Ribbon Advisory Panel Member of Craney Island Eastward Expansion and Marine Terminal Projects, 2006 to 2009
- Fellow, Center for Advances Infrastructure and Transportation (CAIT) at Rutgers University, USA.
- COWI: Fehmarnbelt Fixed Link - Bridge Design, Expart assistance with soil improvement, 2010
- Geotechnical Consulting Group (Asia) Ltd.: Peer Review for Deep Cement Mixing, Scheme Design of the Reclamation for Hong Kong Thrid Runway, 2012 to 2013
- Tetra Tech EBA Inc.: Design review of the design for the Liquid Natural Gas (LNG) Plant, Kitimat, British Columbia, 2014
- Golder Associates HK Limited: Peer Review for Deep Cement Mixing, Design of the Reclamation for Hong Kong Thrid Runway, 2015 to 2016
- JAFEC USA, Inc.: Consultation on DMM Construction, Seismic Remediation of Perris Dam Embankment, Department of Water Resources, State of California, 2015 to 2016
- AECOM Asia Co. Ltd.: : Design review of DCM for IWMF in Hong Kong, 2015 to 2016
- Fellow, Center for Advances Infrastructure and Transportation (CAIT) at Rutgers University, USA.
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Publications in English
1. The Deep Mixing Method - Principle, Design and Construction, A. A. Balkema, 2002
2. The Sand Compaction Pile Method, Tayler & Francis, 2005
3. The Deep Mixing Method, CRC Press, Taylor & Francis Group, 2013.2
Submitted Papers to Journals in English
1. Kitazume, M., Takahashi, A., Harada, K. and Shinkawa, N.: New type sand compaction pile method for densification of liquefiable ground underneath existing structure, Journal of Geoengineering Sciences, 2016.
2. Kitazume, M., Grisolia, M., Leder, E., Marzano, I. P., Correia, A. A. S., Oliveira, P. J. V., Ahnberg, H. and Andersson, M.: Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method, Soils and Foundations, Vol. 55, Issue 4, 2015.9, pp.761-777.
3. Makino, M., Takeyama, T. and Kitazume, M.: The influence of soil disturbance on material properties and micro-structure of cement-treated soil, International Journal of Lowland Technology, Vol. 17, No. 3, 2015, pp.139-146.
4. Kitazume, M., Morikawa, Y. and Nishimura, S.: Centrifuge Modelling of Improved Ground, Geotechnical Engineering Journal of the SGSSEA, Vol.45, No.3, 2014.9,pp.1-11.
5. Hoang-Hung Tran-Nguyen, Kitazume, M., Bich T. Luong and Tuyet T. Bui: Laboratory investigation on An Giang soil mixed with dry cement, Malaysian Journal of Civil Engineering, Vol. 26, No. 1, 2014, pp.77-88.
6. Kitazume, M., Deep Mixing Method in Japan, Geotechnical Engineering Jpurnal of the SEAGS and AGSSEA, Vol. 44, No. 4, ISSN 0046-5828, 2013.12, pp.97-114.
7. Kitazume, M.: Ground Improvement in Tokyo Haneda Airport Expansion Project, Ground Improvement, Vol.165, Issue GI2, 2012.5, pp.77-86.
8. Terashi, M. and Kitazume, M., QA/QC for deep-mixed ground: current practice and future research needs, Ground Improvement, Vol.164, Issue GI3, 2011.8, pp.161-177.
9. Takahashi, H., Kitazume, M., Noguchi, T. and Suzuki, N.: Seismic-resistant effect of cement-treated soil for quay wall, Ground Improvement, Vol.164, Issue GI3, 2011.8, pp.151-160.
10. Kitazume, M. , Twenty Nine Years of experiences of physical modeling of geotechnical problems in port structures, International Journal of Physical Modelling in Geotechnics, 2009.9, pp.1-19.
11. 2. Khan, M. R. A., Hayano, K. and Kitazume, M. , Behavior of Sheet Pile Quay Wall Stabilized by Sea-side Ground Improvement in Dynamic Centrifuge Tests, SOILS AND FOUNDATIONS, Vol. 49, No. 2, 2009.4, pp.563-575.
12. 3. Khan, M. R. A., Hayano, K. and Kitazume, M. , Investigation on Static Stability of Sheet Pile Quay Wall improved by Cement Treated Sea-side Ground from Centrifuge Model Tests, SOILS AND FOUNDATIONS, Vol. 48, No. 4, 2008.8, pp.563-575.
13. Kitazume, M. and Hayano, K., Strength properties and variance of cement-treated ground using the pneumatic flow mixing method, Journal of Ground Improvement, Vol.11, No.1, 2007.1, pp.21-26.
14. Kitazume, M. and Maruyama, K., Internal Stability of Group Column Type Deep Mixing Improved Ground under Embankment Loading, SOILS AND FOUNDATIONS, Vol. 47, No. 3, 2007.6, pp.437-455.
15. Kitazume, M. and Maruyama, K., External Stability of Group Column Type Deep Mixing Improved Ground under Embankment Loading, SOILS AND FOUNDATIONS, Vol. 46, No. 3, 2006.6, pp.323-340.
16. Kitazume, M. and Satoh, T., Quality control in Central Japan International Airport Construction, Journal of Ground Improvement, Vol. 9, No. 2, 2005.4, pp. 59-66.
17. Kitazume, M. , Hayano, K. and Hashizume, H., Seismic stability of cement treated ground by titling and dynamic shaking table tests, SOILS AND FOUNDATIONS, Vol. 43, No. 6, 2003.12, pp.125-140.
18. Kitazume, M. and Satoh, T., Development of Pneumatic Flow Mixing Method and its Application to Central Japan International Airport Construction, Journal of Ground Improvement, Vol. 7, No. 3, 2003.7, pp.139-148.
19. Kazama, M., Sento, N., Omura, H., Toyota, H. and Kitazume, M., Liquefaction and settlement of reclaimed ground with gravelly decomposed granite soil, SOILS AND FOUNDATIONS, Vol. 43, No. 3, 2003.6, pp.57-72.
20. Yamaguchi, A., Kazama, M., Toyota, H., Kitazume, M. and Sugano, T., Effect of the stiffness of soft clay layer on strong motion response, SOILS AND FOUNDATIONS, Vol. 42, No. 1, 2002.2, pp.17-33.
21. Kitazume, M. , Okano, K. and Miyajima, S., Centrifuge model tests on failure envelope of column type DMM improved ground -closure-, SOILS AND FOUNDATIONS, Vol. 41, No. 4, 2001.8, 108p.
22. Kitazume, M. , Okano, K. and Miyajima, S., Centrifuge model tests on failure envelope of column type DMM improved ground, SOILS AND FOUNDATIONS, Vol. 40, No. 4, 2000.8, pp.43-55.
23. Kitazume, M. , Centrifuge Model tests on failure of Cement Stabilized Fly Ash ground, SOILS AND FOUNDATIONS, Vol. 38, No. 3, 1998. 9, pp.143-152.
Submitted Papers to International Conferences and Symposiums
1. Kitazume, M., Makino, M. and Takeyama, T., The influence of soil disturbance on cement-treated soil strength, Proc. of the 7th Regional Symposia on Infrastructure Development (RSID), 2015.
2. Kitazume, M., Field Tests on Wet Grab Sampling for Quality Assurance of Deep Mixing Method, Proc. of the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 2015.
3. Binh Nguyen T. T, Takeyama T. and Kitazume M., Numerical analyses on the failure of deep mixing columns reinforced by a shallow mixing layer, Proc. of the 15th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, 2015.
4. Terashi, M. and Kitazume, M., Deep Mixing - Four Decades of Experience, Research and Development, Proc. of the Deep Mixing 2015, SanFrancisco, June 2-5, 2015, pp.781-200.
5. Hoang-Hung Tran-Nguyen, Kitazume, M., Tanaka H., Kamimura, M., Khang T. Truong, Phuong A. Mai, Tien B. Nguyen and Chau D., Effects of deep mixing method to reinforce earth levees in the Mekong delta, Vietnam, Proc. of the Deep Mixing 2015, SanFrancisco, June 2-5, 2015, pp.151-160.
6. Kitazume, M., Grisolia, M., Leder, E., Marzano, I.P., Correia, A. A. S., Oliveira, P. J. V., Ahnberg, H. and Andersson, M., Evaluation of the applicability of molding techniques in laboratory mix tests, Proc. of the Deep Mixing 2015, SanFrancisco, June 2-5, 2015, pp.641-650.
7. Hoang-Hung Tran-Nguyen, Kitazume, M., Tanaka, H., Bao K. Le, Long P. Le, Chinh T.M. Ho, Tien B. Nguyen, Chau D. Truong and Phuong A. Mai, Laboratory investigation of soilcrete created from Mekong Delta's soils mixed with cement slurry, Proc. of the Deep Mixing 2015, SanFrancisco, June 2-5, 2015, pp.725-734.
8. 7Tsuyoshi, T., Takeyama, T. and Kitazume, M., Laboratory model tests of the effect of decrease in permeability of vertical drain on consolidation behavior, Proc. of the 9th International Symposium on Lowland Technology, 2014, pp.156-162.
9. Ootake, Y., Kitazume, M. and Takeyama, T., Centrifuge model test on ground behavior under embankment subjected to backfill loading, Proc. of the 9th International Symposium on Lowland Technology, 2014, pp.163-168.
10. Makino, M., Takeyama, T. and Kitazume, M., Laboratory tests on the influence of Soil Disturbance on the Material Properties of Cement-treated Soil, Proc. of the 9th International Symposium on Lowland Technology, 2014, pp.150-155.
11. Takeyama, T., Yoshida, Y. and Kitazume, M., Simulation of brittle failure of cement treated soil using smoothed particle hydrodynamics, Proc. of the DFI-EFFC International Conference on Piling and Deep Foundations, 2014.5.
12. Kitazume, M., Applicability of wet grab sampling to quality assurance of deep mixing method, Proc. of the DFI-EFFC International Conference on Piling and Deep Foundations, 2014.5.
13. Kitazume, M., Standardizations of execution and quality control of piling and deep mixing, Proc. of the DFI-EFFC International Conference on Piling and Deep Foundations, 2014.5.
14. Kitazume, M. and Takeyama, T., Centrifuge model tests on failure pattern of cement treated ground, Proc. of the International Conference on Physical Modelling in Geotechnics 2014, 2014.1.
15. Hoang-Hung Tran-Nguyen, Kitazume, M., Otani, J. and Ueyama, Y., Applying Soil Cement Shallow Mixing to Construct Rural Roads in The Mekong Delta: Field Experimental Study, Proc. of the International Conference on Geotechnics for Sustainable Development - Geotec Hanoi 2013, 2013.11.
16. Kitazume, M. and Takeyama, T., Centrifuge model tests on influence of slope height on stability of soft clay slope, Proc. of the Geo-Congress 2013, 2013.3.
17. Kitazume, M. and Nishimura, S., An application of wet grab sampling to quality assurance of wet type cement stabilized soil, Proc. of the 4th International Conference of Grouting and Deep Mixing, Vol. 1, 2012.2, pp. 427-436.
18. Kitazume, M., Influence of specimen preparation on unconfined compressive strength of cement-stabilized Kaolin clay, Proc. of the International Symposium on Recent Research, Advances & Execution Aspects of Ground Improvement Works, Vol.2, 2012.5, pp.385-393.
19. Takeyama, T., Tsuyoshi, T. and Kitazume, M., The characteristics of PVD deformation during consolidation, Proc. of the International Conference on Ground Improvement & Ground Control, Vol.1, 2012.10, pp.383-388.
20. Kitazume, M., Morikawa, Y. and Nishimura, S., Modelling of Improved Ground in Centrifuge, Proc. of the 1st Asian Workshop on Physical Modelling in Geotechnics, Asiafuge 2012, 2012.11, pp.21-36.
21. Tagashira, Y., Otani, J. and Kitazume, M., Deformation of vertical drain materials under consolidation settlement using X-ray CT, Proc. of the 5th Asian Regional Conference on Geosynthetics, 2012.12, pp.179-184.
22. Kitazume, M., Hayano, K. and Maekawa, R., Development and application of high durable grout for airport PC pavement, Proc. of the 7th International Committee on Road and Airfield Pavement Technology 2011, 2011.8, pp.1044-1055.
23. Kitazume, M., Keynote lecture: Current practices in ground stabilization in Japan, Proc. of the Korean Geotechnical Society Symposium on Recent Developments in Soft Ground Engineering for Overseas Projects, 2011.11, pp.3-63.
24. Kitazume, M., Hayano, K. and Maekawa, R., Development and application of high durable grout for airport PC pavement, Proc. of the 7th International Committee on Road and Airfield Pavement Technology 2011, 2011.8 (in print).
25. Kitazume, M. and Maruyama, K., Centrifuge model tests on DM improved ground with surface improvement layer, Proc. of the 14th Asian Regional Conference on Soil Mechanics and Foundation Engineering, 2011.5.
26. Kitazume, M., Application of cement stabilization methods to earthquake disaster Mitigation, Proc. of the 9th International Symposium on New Technologies for Urban Safety of Mega Cities in Asia, 2010.11, CD.
27. Kitazume, M. and Maruyama, K., Centrifuge tests on column type deep mixing improved ground with surface improvement, Proc. of the 7th International Conference on Physical Modelling in geotechnics, 2010.6, pp.1339-1344.
28. Kitazume, M. and Takahashi, H., Centrifuge model tests on effect of Deep Mixing wall spacing on liquefaction mitigation, Proc. of the 7th International Conference on Urban Earthquake Engineering (7CUEE) & the 5th International Conference on Earthquake Engineering (5ICEE), 2010.3, CD.
29. Kitazume, M., Ground improvement in Tokyo/Haneda International Airport expansion project, Proc. of International Symposium on Ground Improvement Technologies and Case Histories, Keynote Lecture, 2009.12, pp.27-41.
30. Kitazume, M. and Nishimura, S., Quality assurance of cement treated soil by wet grab sampler, Proc. of International Symposium on Ground Improvement Technologies and Case Histories, 2009.12, pp.431-436.
31. Takahashi, H., Kitazume, M. and Maruyama, K., Deformation behaviour of SCP improved ground to limit state, Proc. of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, 2009.10, pp.2272-2275.
32. Kitazume, M. and Takahashi, H., 27 Years' investigation on property of in-situ quicklime treated clay, Proc. of the 17th International Conference on Soil Mechanics and Geotechnical Engineering, Vol.3, 2009.10, pp.2358-2361.
33. Takahashi, H., Kitazume, M. and Maruyama, K., Deformation behavior of SCP improved ground to limit state, Proc. of the International Conference on Soil Mechanics and Geotechnical Engineering, Vol.3, 2009.10, pp.2272-2275.
34. Kitazume, M., A parametric study on evaluation of stability of column type DM improved ground, Proc. of International Symposium on Geoenvironmental Engineering, ISGE2009, 2009.9, pp.920-925.
35. Takahashi, H., Kitazume, M., Ichikawa, E. and Maruyama, K., Dynamic shaking model tests of sheet pile quay wall backfilled with cement-treated soil, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.483-488.
36. Fukuda, T. and Kitazume, M., Applications of DM to regional soils in Okinawa Prefecture, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.187-190.
37. Terashi, M. and Kitazume, M., Keynote Lecture: Current practice and future perspective of QA/QC for deep-mixed ground, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.61-99.
38. Kitazume, M. and Terashi, M., International collaborative study on QA/QC for deep mixing -Proposal-, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.103-105.
39. Kitazume, M., Nishimura, S., Terashi, M. and Ohishi, K., International collaborative study Task 1: Investigation into practice of laboratory mix tests as means of QC/QA for deep mixing method, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.107-126.
40. Kitazume, M., Ohishi, K., Nishimura, S. and Terashi, M., International collaborative study Task 2 Report: Interpretation of comparative test program, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.127-139.
41. Kitazume, M. and Nishimura, S., Influence of specimen preparation and curing conditions on unconfined compression behaviour of cement-treated clay, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.155-160.
42. Kitazume, M., Maruyama, K. and Hashizume, H., Centrifuge model tests on failure mode of deep mixing columns, Proc. of International Symposium on Deep Mixing and Admixture Stabilization, 2009.5, pp.337-342.
43. Kitazume, M., Design, execution and quality control of ground improvement in Land reclamation, Proc. of the 13th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Keynote Lecture, 2007.12, pp.135-149.
44. Kitazume, M. and Maruyama, K., Failure mode of deep mixing columns under embankment loading, Proc. of the 13th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Part 2, 2007.12, pp.851-854.
45. Khan, M. R. A., Hayano, K. and Kitazume, M., Dynamic centrifuge model tests on sheet pile quay wall stabilized by sea-side ground improvement, Proc. of the 3rd Sino-Japan geotechnical Symposium, 2007.11, pp.269-277.
46. Kitazume, M., Maruyama, M., Mannami, I., Tsuchizawa, K., Kanazawa, Y. and Wada, M., Model and field tests on applicability of lime treated granular sludge soil, Proc. of the 1st Sri Lankan Geotechnical Society (SLGS) International Conference on Soil and Rock Engineering, 2007.8, CD.
47. Kitazume, M. and Maruyama, K., Centrifuge model tests on failure pattern of group column type deep mixing improved ground, Proc. of the 17th International Offshore and Polar Engineering Conference, 2007.7, CD.
48. Khan, M. R. A., Hayano, K. and Kitazume, M., Dynamic behavior of sheet pile quay wall stabilized by sea-side ground improvement, Proc. of the International Conference on Earthquake Geotechnical Engineering, 2007.6, CD.
49. Kitazume, M. and Maruyama, K., Centrifuge model tests on deep mixing column failure under embankment loading, Proc. of the International Workshop on recent advances of deep foundations (IWDPF07), 2007.2, pp.379-383.
50. Khan, M. R. A., Hayano, K. and Kitazume, M., Numerical method for sheet pile quay walls with sea-side ground improvement, Proc. of the 6th European Conference on Numerical Methods in Geotechnical Engineering, 2006.9, pp.865-871.
51. Khan, M.R.A. and Kitazume, M., Piping of fine sand from reclaimed land through caisson seawall, Proc. of the 8th International Conference on Geosynthetics, Vol. 2, 2006.9, pp.585-588.
52. Kitazume, M., Statistic study on application of geosynthetics for seepage and erosion prevention, Proc. of the 8th International Conference on Geosynthetics, Vol. 2, 2006.9, pp.733-736.
53. Kitazume, M., Application of physical modeling for investigating ground failure pattern, Proc. of the 6th International Conference on Physical Modelling in Geotechnics, Vol. 1, 2006.8, pp.63-74.
54. Takahashi, H., Kitazume, M. and Ishibashi, S., Effect of deep mixing wall spacing on liquefaction mitigation, Proc. of the 6th International Conference on Physical Modelling in Geotechnics, Vol. 1, 2006.8, pp.585-590.
55. Khan, M. R. A., Hayano, K. and Kitazume, M., Effects of sea-side ground improvement on the stability of existing sheet pile quay walls, Proc. of the 6th International Conference on Physical Modelling in Geotechnics, Vol. 2, 2006.8, pp. 865-871.
56. Takahashi, H., Nakamura, T. and Kitazume, M., Effect of SCP improvement depth on stability under backfill loading, Proc. of the International Conference, GeoShanhai, 2006.6, pp.103-110.
57. Nakamura, T., Kitazume, M. and Takahashi, H., Centrifugal model tests and numerical calculations on failure pattern of floating type SCP improved ground, Proc. of the International Conference, GeoShanhai, 2006., pp.119-126.
58. Hayano, K. and Kitazume, M., Stress distributions and its evaluation in asphalt pavement ground subjected to roller loading, Proc. of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, 2005.9, pp1717-1720.
59. Kitazume, M., General Report - Technical Session 2a: Ground Improvement -, Proc. of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, Vol. 5, 2005.9, pp.3011-3020.
60. Kitazume, M. and Maruyama, K., Centrifuge model tests on failure pattern of group column type deep mixing improved ground under embankment, Proc. of the 2nd China-Japan geotechnical symposium, 2005.10, pp.297-302.
61. Vahaaho, I., Kangas, H., Takahashi, H. and Kitazume, M., Effect of permeability and stiffness of treated column on consolidation phenomenon of improved ground, Proc. of the 16th International Conference on Soil Mechanics and Geotechnical Engineering, 2005.9, pp.1269-1274.
62. Kitazume, M. and Hayano, K., Strength property and variance of cement treated ground by pneumatic flow mixing method, Proc. of the 6th International Conference on Ground Improvement Techniques, 2005.7, pp.377-384.
63. Kitazume, M. and Maruyama, K., Collapse failure of group column type deep mixing improved ground under embankment, Proc. of the International Conference on Deep Mixing Best Practice and Recent Advances, Vol. 1.2, 2005.5, pp. 245-254.
64. Kitazume, M., State of Practice Report - Field and laboratory investigations, properties of binders and stabilized soil -, Proc. of the International Conference on Deep Mixing Best Practice and Recent Advances, Vol. 2, 2005.5, pp.660-684.
65. Hayano, K. and Kitazume, M., Strength variance within cement treated soils induced by newly developed pneumatic flow mixing method, Proc. of the ACSE, Geo-Frontiers 2005, 2005.1, CD.
66. Kitazume, M., Approach to reliability based design on deep mixing improved ground, Proc. of the DFI's 29th Annual Conference on Deep Foundations, 2004.9, pp.237-250.
67. Miura, H., Tokunaga, S., Kitazume, M. and Hirota, N., Laboratory permeability tests on cement treated soils, Proc. of the International Symposium on Engineering Practice and Performance of Soft Deposits, IS-OSAKA2004, 2004.6, pp.181-186.
68. Takahashi, H. and Kitazume, M., Consolidation and permeability characteristics on cement treated clays from laboratory tests, Proc. of the International Symposium on Engineering Practice and Performance of Soft Deposits, IS-OSAKA2004, 2004.6, pp.187-192.
69. Hayano, K. and Kitazume, M., Time-dependent deformation and strength characteristics of cement treated dredged ground from laboratory and in-situ tests, Proc. of the 5th Asian Young Geotechnical Engineers Conference, 2004.6, pp.111-116.
70. Kitazume, M., Construction of a man-made island for Central Japan International Airport by the pneumatic flow mixing method, Proc. of the 5th International Conference on Ground Improvement Techniques, 2004.3, pp.169-176.
71. Nakamura, T. and Kitazume, M., Bearing capacity of embedded shallow foundation in clay, Proc. of the 4th BGA International Conference on Foundations, 2003.9, pp.685-694.
72. Kitazume, M., Hayano, K. and Hashizume, H., New limit equilibrium method for seismic stability of cement treated clay ground, Proc. of the 12th Asian Regional Conference on Soils Mechanics and Geotechnical Engineering, Vol. 1, 2003.8, pp.299-302.
73. Kitazume, M., Nakamura, T., Terashi, M. and Ohishi, K., Laboratory tests on long-term strength of cement treated soil, Proc. of the 3rd International Conference on Grouting and Ground Treatment, Vol. 1, 2003.2, pp.586-597.
74. Kitazume, M., Miyajima, S., Hirose, M., Suzuki, S., Taki, M. and Hashizume, H., Interaction of two adjacent man-made islands on soft ground, Proc. of the Soft Ground Engineering in Coastal Areas, 2002.11, pp.137-144.
75. Satoh, T. and Kitazume, M., Sea reclamation with dredged soft soil for Central Japan International Airport, Proc. of the Soft Ground Engineering in Coastal Areas, 2002.11, pp.311-318.
76. Kitazume, M., Sato, T., Shiraishi, N. and Okubo, Y., Failure pattern and earth pressure of locally cement-improved ground under earthquake motion, Proc. of the International Conference on Physical Modelling in Geotechnics, Vol. 1, 2002.7, pp.581-586.
77. Kitazume, M. and Satoh, T., Development of pneumatic flow mixing method and its application to Central Japan International Airport construction, Proc. of the 4th International Conference on Ground Improvement Techniques, 2002.3, pp.75-88.
78. Kitazume, M., Miyajima, S. and Yasuda T., Applicability of ferro-nickel slag as a sand compaction pile method material, Proc. of the 3rd BGA International Geoenvironmental Engineering Conference, 2001.9, pp.27-32.
79. Kitazume, M., Kikuchi, Y., Masuda, K. and Hashizume, H., Dynamic centrifuge tests on sea revetment with multi-anchors, Proc. of the 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, 2001.3.
80. Kitazume, M. and Miyajima, S., Effect of SCP improvement on stability of sheet pile wall, Proc. of the International Conference on Geotechnical & Geological Engineering, 2000.11, CD.
81. Kitazume, M., Nakamura, Y. and Karastanev, D., Strength behavior of loess soil improved by stabilizing agents, Proc. of the 3rd International Conference on Ground Improvement Techniques, 2000.9, pp.227-232.
82. Kitazume, M., Yoshino, N., Shinsha, H., Horii, R. and Fujio, Y., Field test on pneumatic flow mixing method for sea reclamation, Proc. of the International Symposium on Coastal Geotechnical Engineering in Practice, Vol. 1, 2000.9, pp.647-652.
83. Kitazume, M., Yamazaki, H. and Tsuchida, T., Recent soil admixture stabilization techniques for port and harbor constructions in Japan- deep mixing method, premix method, light-weight method-, Proc. of the International Seminar on Geotechnics in Kochi, 2000.9, pp.23-40.
84. Kitazume, M., Miyajima, S., Yamamoto, M., Nozu, M. and Suzuki, A., Experimental study and design on horizontal resistance of sheet pile in the ground improved by Deep Mixing Method, Proc. of the 4th International Conference on ground Improvement geosystems, 2000.6, pp.47-54.
85. Kitazume, M., Yamamoto, M. and Udaka, Y., Vertical bearing capacity of column type DMM ground with low improvement ratio, Proc. of the International Conference on Dry Mix Methods for Deep Soil Stabilization, 1999.10, pp.245-250.
86. Kitazume, M., Bearing capacity and failure of column-type DMM improved ground, Proc. of the 11th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Vol. 1, 1999.8, pp.225-228.
87. Kitazume, M., Asai, T., Hatanaka, Y. and Ishikawa, Y., Influence of height/breadth ratio on failure pattern of cement treated self-supported retaining wall, Proc. of the 2nd International Conference on Ground Improvement Techniques, 1998.10, pp.175-182.
88. Kitazume, M., Shimoda, Y. and Miyajima, S., Behavior of sand compaction piles constructed from copper slag sand, Proc. of the International Conference, CENTRIFUGE 98, 1998. 9, pp.831-836.
89. Kitazume, M., Minami, K., Matsui, H. and Naruse E., Field test on applicability of copper slag sand to sand compaction pile method, Proc. of the 3rd International Congress on Environmental, Vol. 2, 1998. 9, pp.643-648.
90. Karastanev, D., Kitazume, M., Miyajima, S. and Ikeda, T., Bearing capacity of shallow foundation on column type DMM improved ground, Proc. of the 14th International Conference on Soil Mechanics and Foundation Engineering, Vol. 3, 1997. 9, pp.1621-1624.
91. Kitazume, M., Miyajima, M. and Nishida, Y., Bearing capacity of SCP improved clay ground under a revetment, Proc. of the 3rd International Conference on Ground Improvement Geosystems, 1997. 6.
92. Kitazume, M., Miyajima, S., Yamamoto, M., Harada, K. and Suzuki, T., Centrifuge model tests on lateral resistance of sheet pile in ground improved by deep mixing method, Proc. of the International Conference on Ground Improvement Techniques, 1997. 5, pp.281-288.
93. Kitazume, M., Yamamoto, H. and Oishi, T., Failure pattern and earth pressure of cement treated fly ash, Proc. of the 12th International Symposium on Management and Use of Coal Combustion Byproducts, 1997. 1, pp.58-1-15.
94. Kitazume, M., Ikeda, T. and Yamane, N., Failure pattern and earth pressure of cement treated fly ash, Proc. of the 2nd International Congress on Environmental Geotechnics, IS-Osaka '96, Vol. 2, 1996.11, pp.773-778.
95. Kitazume, M., Miyake, T., Omine, K. and Fujisawa, H., Japanese design procedures and recent activities of DMM, Proc. of the 2nd International Conference on Ground Improvement Geosystems, IS-TOKYO'96, 1996. 5, pp.925-930.
96. Kitazume, M., Miyajima, S., Ikeda, T. and Karastanev, D., Bearing capacity of improved ground with column type DMM, Proc. of the 2nd International Conference on Ground Improvement Geosystems, IS-TOKYO'96, 1996. 5, pp.503-508.
97. Kitazume, M., Miyajima, M. and Nishida, Y., Stability of revetment on soft clay improved by SCP, Proc. of the 2nd International Conference on Soft Soil Engineering, 1996. 5, pp.455-460.
98. Kitazume, M., Tabata, T., Ishikawa, H. and Ishikawa, Y., Model tests on failure pattern of cement treated retaining wall, Proc. of the 2nd International Conference on Ground Improvement Geosystems, IS-TOKYO'96, 1996.5, pp.509-514.
99. Kitazume, M., Ikeda, T. and Yamane, N., Practical use of wasted fly ash for coastal development, Proc. of the 5th International Landfill Symposium, 1995.10, Vol.3, pp.357-368.
100. Hitachi, S., Shiomi, M., Ikeda, N., Kitazume, M., Centrifuge model tests of differential settlement on soft ground with underground steel-pipe piles, Proc. of the International Symposium on Compression and Consolidation of Clayey Soils, IS-Hiroshima '95, 1995. 5, pp.63-68.
101. Kitazume, M., Hitachi, S., Shiomi, M. and Ikeda, N., Field test on consolidation of improved ground by fabri-packed sand drain, Proc. of the International Symposium on Compression and Consolidation of Clayey Soils, IS-Hiroshima '95, 1995. 5, pp.249-254.
102. Kitazuma, M. and Miyajima, S., Lateral resistance of long pile in soft clay, Proc. of the International Conference CENTRIFUGE 94, 1994. 8, pp.485-490.
103. Kitazuma, M. and Terashi, M., Effect of stress-strain characteristics on slope failure, Proc. of the International Conference CENTRIFUGE 94, 1994. 8, pp.611-616.
104. Kitazuma, M., Terashi, M. and Katayama, T., Centrifuge model tests on the consolidation behavior of soft clay improved by fabri-packed sand drain, Proc. of the International Conference on Soft Soil Engineering, 1993.11, pp.792-797.
105. Terashi, M., Kitazume, M., Owaki, T. and Okada,H., Stability of clay improved by sand compaction pile method, Soil reinforcement:full scale experiments of the 80's, 1993.11, pp.607-634.
106. Kitazuma, M., Terashi, M. and Aihara, N., Centrifuge model tests on the consolidation behavior of soft clay with fabri-packed sand drain, Proc. of the North American Regional Conference on geosynthetics,Vol. 1, 1993. 3, pp.393-406.
107. Kitazume, M. and Terashi, M., Effect of local soil improvement on the behavior of revetment, Proc. of the International Conference on Geotechnical Engineering for Coastal Development, Geo-Coast '91, Vol. 1, 1991. 9, pp.341-346.
108. Terashi, M., Kitazume, M. and Okada, H., Applicability of the practical formula for bearing capacity of clay improved by SCP, Proc. of the International Conference on Geotechnical Engineering for Coastal Development, Geo-Coast '91, Vol.1, 1991. 9, pp.405-410.
109. Terashi, M., Kitazume, M., Maruyama, A. and Yamamoto, Y., Lateral resistance of a long pile in or near the slope, Proc. of the International Conference CENTRIFUGE 1991, 1991. 6, pp.245-252.
110. Terashi, M., Kitazume, M. and Minagawa, S., Bearing capacity of improved ground by sand compaction piles, Deep foundation improvements: Design, construction, and testing, ASTM STP 1089, Robert C. Bachus, Ed., American Society for Testing and Materials, 1990, 1991., pp.47-61.
111. Terashi, M., Kitazume, M. and Kawabata, K., Centrifuge modeling of a laterally loaded pile, Proc. of the 12th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, 1989. 8, pp.991-994.
112. Inatomi, M., Kazama, M., Iai, S., Kitazume, M. and Terashi, M., Development of earthquake simulator for the PHRI centrifuge, Proc. of the International Conference CENTRIFUGE 1988, 1988. 4, pp.111-114.
113. Terashi, M. and Kitazume, M., Behavior of a fabric-reinforced clay ground under an embankment, Proc. of the International Conference CENTRIFUGE 1988, 1988. 4, pp.243-252.
114. Terashi, M. and Kitazume, M., Bearing capacity of foundations on top surface of slopes, Proc. of the 8th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Vol. 1, 1987. 7, pp.415-418.
115. Terashi, M., Kitazume, M. and Yajima, M., Interaction of soil and buried rigid structure, Proc. of the 11th International Conference on Soil Mechanics and Foundation Engineering, Vol. 3, 1985. 8, pp.1757-1760.
116. Kitazume, M., Influence of loading condition on bearing capacity and deformation, Proc. of the International Symposium on Geotechnical Centrifuge Model Testing, 1984. 4, pp.149-151.
117. Terashi, M., Kitazume, M. and Tanaka, H., Application of PHRI geotechnical centrifuge, Proc. of the International Symposium on Geotechnical Centrifuge Model Testing, 1984. 4, pp.164-171.
118. Terashi, M., Tanaka, H. and Kitazume, M., Extrusion failure of ground improved by the deep mixing method, Proc. of the 7th Asian Regional Conference on Soil Mechanics and Foundation Engineering, Vol. 1, 1983. 8, pp.313-318.
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