北詰　昌樹　　(Masaki KITAZUME) 本文へジャンプ

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氏名 北詰　昌樹　（きたづめまさき）
研究分野 地盤工学・軟弱地盤対策
 略歴 S54.4 東京工業大学工学部土木工学会卒業
S56.3 東京工業大学理工学研究科土木工学専攻修了
S56.4 運輸省港湾技術研究所土質部地盤改良研究室研究官
S62.4 運輸省港湾技術研究所土質部主任研究官
H 4.4 運輸省港湾技術研究所土質部地盤改良研究室長
H13.4 独立行政法人港湾空港技術研究所地盤・構造部地盤改良研究室長
H19.4 独立行政法人港湾空港技術研究所特別研究官
H20.4 独立行政法人港湾空港技術研究所地盤・構造部長、空港研究センター長
H21.4 独立行政法人港湾空港技術研究所研究主監、空港研究センター長、ＬＣＭ研究センター長
H21.4 東京工業大学大学院理工学研究科土木工学専攻連携教授
H23.4 東京工業大学大学院理工学研究科土木工学専攻教授
主な著書 『The Deep Mixing Method』(CRC Press, Taylor & Francis Group, 2013.2)
『The Sand Compaction Pile Method』(Tayler & Francis, 2005)
『The Deep Mixing Method - Principle, Design and Construction』( A. A. Balkema, 2002)
『セメント系固化材による地盤改良マニュアル（第４版）』（分担執筆）（セメント協会、2012）
『セメント系固化材による地盤改良マニュアル（第３版）』（分担執筆）（セメント協会、2007）
『知っておきたい地盤の被害－現象，メカニズムと対策－』（分担執筆）（地盤工学会，2003）
『地盤改良効果の予測と実際』（分担執筆）（地盤工学会、2000）
『地盤工学ハンドブック』（分担執筆）（地盤工学会，1999）
『地盤工学における模型実験入門』（分担執筆）（土質工学会，1994）
所属学会 日本地盤工学会、日本土木学会、国際地盤工学会
海外活動 CEN TC28：CEN/TC 288 - WG10 Deep Mixing 基準策定委員会（平成13年度～平成15年度）
CEN TC28：CEN/TC 288 - WG11 Vertical Drainage 基準策定委員会（平成16年度～平成18年度）
COWI：韓国Busan - Geoje Fixed Link, Immersed Tunnel に関する技術指導（平成17年度）
国際協力銀行：ベトナム国カイメップ・チーパイ国際港建設事業にかかる詳細設計レビュー（平成18年度）
Virginia Port Authority：米国Craney Island Eastward Expansion and Marine Terminal Projectに関する Blue Ribbon Advisory Panel Meeting（平成18年度～平成21年度）
五洋建設㈱：シンガポール国パシルパンジャンターミナル第３，４期埋立工事にかかわる地盤改良工法に関する技術指導（平成20年度）
COWI: Fehmarnbelt Fixed Link - Bridge Design, Expart assistance with soil improvement（平成22年度）
Geotechnical Consulting Group (Asia) Ltd.: 香港空港第３滑走路の埋立工事の基本設計に関する深層混合処理工法設計の照査（平成24年度～平成25年度）
Tetra Tech EBA Inc.: 液化天然ガス建設工事でのDeep Soil Mix工法による地盤改良の設計の照査（平成26年度）
Golder Associates HK Limited: 香港空港第３滑走路建設工事での深層混合処理工法の設計の審査と現場施工試験結果の審査（平成27年度～平成28年度）
JAFEC USA, Inc.: 米国カリフォルニアのPerrisダム工事でのDeep Soil Mix工法 の施工方法のレビューとアドバイス（平成27年度～平成28年度）
AECOM Asia Co. Ltd.: 香港の廃棄物処分場でのDeep Cement Mixing 工法 の設計のレビュー（平成27年度）
Fellow, Center for Advances Infrastructure and Transportation (CAIT) at Rutgers University, USA.

Ⅰ．学位論文
　　工学博士　平成６年９月　（東京工業大学）
　　論文題目「　深層混合処理工法による改良地盤の安定性に関する研究　」

Ⅱ．主な学術論文　（査読付き）
  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. 新舎　博、堤　彩人、熊谷隆宏、北詰昌樹：真空圧密におけるPVDの曲がり形状と通水性能に関する実験、土木学会論文集C（地圏工学）、第72巻　第1号、2016年、pp.1-12
  3. 石井裕泰、木村政俊、中塚健司、北詰昌樹：沈埋トンネル函底充填への可塑性グラウトの適用、土木学会論文集F1（トンネル工学）、第72巻　第1号、2016年、pp.11-26
  4. 新舎　博、堤　彩人、北詰昌樹：曲がったPVDの通水性能に関する実験、土木学会論文集B3（海洋開発）、第71巻　第2号、2015年、pp.I_1095-I_1100
  5. 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.
  6. 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年, pp.139-146.
  7. 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.
  8. 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.
  9. 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.
  10. Kitazume, M.: Ground Improvement in Tokyo Haneda Airport Expansion Project, Ground Improvement, Vol.165, Issue GI2, 2012.5, pp.77-86.
  11. 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.
  12. 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.
  13. Kitazume, M. , Twenty Nine Years of experiences of physical modeling of geotechnical problems in port structures, International Journal of Physical Modelling in Geotechnics, 2009年9月, pp.1-19.
  14. 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年4月, pp.563-575.
  15. 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.
  16. 高橋英紀，北詰昌樹，中村　健，丸山憲治：SCP改良地盤の極限状態に着目した埋立載荷模型実験，土木学会，論文集部門C　2008年4月，CD.
  17. 北詰昌樹，高橋英紀：現地石灰安定処理土の長期特性調査，土木学会，論文集，2008年3月，pp.144-156．
  18. 高橋英紀，北詰昌樹：砂杭の曲げモードに着目したSCP改良地盤の安定性に関する検討，日本材料学会，材料，Vol.57, No.1，2008年1月，pp.12-17．
  19. 北詰昌樹，丸山憲治：盛土荷重下の杭式改良地盤の内部安定性に関する遠心模型実験，日本材料学会，材料，Vol.57, No.1，2008年1月，pp.18-23．
  20. 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.
  21. 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.
  22. 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.
  23. 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.
  24. 北詰昌樹，早野公敏，佐藤恒夫，上用敏弘：大規模施工された管中混合固化処理地盤の強度のばらつきとその要因，土木学会，論文集，No.771/Ⅲ-68，2004年9月，pp.199-214．
  25. 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.
  26. 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.
  27. 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.
  28. 北詰昌樹，中村　健：深度方向に強度が増加する地盤中の根入れ基礎の鉛直支持力の模型実験と解析，土木学会，論文集，No.722/Ⅲ-61，2002年12月，pp.121-127．
  29. 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.
  30. 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.
  31. 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.
  32. Kitazume, M. , Centrifuge Model tests on failure of Cement Stabilized Fly Ash ground, SOILS AND FOUNDATIONS, Vol. 38, No. 3, 1998. 9月, pp.143-152.
  33. 北詰昌樹，池田朋広：載荷試験における載荷点の拘束条件の影響，土質工学会，論文報告集，研究ノート，・・3巻　第 3号，1993年 9月，pp.187-195．

Ⅲ．主な国際会議論文　
  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.

Ⅳ．国内シンポジウム論文
  1. 新舎　博、堤　彩人、北詰昌樹：曲がったPVDの通水性能に関する実験、土木学会、第40回海洋開発シンポジウム、2015年6月22日
  2. 北詰昌樹，丸山憲治：表層処理層を有する杭式深層混合処理地盤の破壊挙動に関する遠心模型実験、日本材料学会，第９回地盤改良シンポジウム、2010年11月、pp.11-16
  3. 北詰昌樹，丸山憲治：盛土下の杭式深層混合処理地盤の内部安定性への表層処理層の効果、地盤工学会，第54回地盤工学シンポジウム、2009年11月、pp.597-602
  4. 渡邊雅哉，新舎　博，野口孝俊，北詰昌樹：羽田再拡張事業D滑走路における管中混合固化処理土の長期的特性、地盤工学会，第54回地盤工学シンポジウム、2009年11月、pp.497-502
  5. 高橋英紀，市川栄徳，北詰昌樹，西村大司，長谷川雅弘：造粒固化処理土を裏埋めに用いた矢板式岸壁の動的遠心模型実験，日本材料学会，第８回地盤改良シンポジウム，2008年11月，pp.255-260．
  6. 高橋英紀，中村　健，北詰昌樹：遠心場における浮き型SCP改良地盤の支持力に関する実験的検討，地盤工学会，第50回地盤工学シンポジウム，2006年11月，pp.311-318．
  7. 早野公敏，北詰昌樹，丸山憲治：岸壁前面の海底地盤の深層改良による矢板岸壁の補強効果，地盤工学会，第50回地盤工学シンポジウム，2005年11月，pp.263-270．
  8. 北詰昌樹，丸山憲治：盛土荷重下の杭式改良地盤の内部安定性に関する遠心・ﾍ型実験，日本材料学会，第７回地盤改良シンポ・Wウム，2006年10月，pp.243-248．
  9. 北詰昌樹，丸山憲治：盛土荷重下の杭式改良地盤の外部安定性に関する模型実験，地盤工学会，セメントおよびセメント系固化材を用いた固化処理土の調査・設計・施工方法と物性評価に関するシンポジウム，2005年6月，pp.293-300．
  10. 北詰昌樹，大久保泰宏，新舎　博：管中混合固化処理工法を用いた超軟弱地盤上への覆土施工，地盤工学会，セメントおよびセメント系固化材を用いた固化処理土の調査・設計・施工方法と物性評価に関するシンポジウム，2005年6月，pp.257-264．
  11. 北詰昌樹：深層混合処理工法の施工・施工管理に関するＣＥＮ規格化について，日本材料学会，第５回地盤改良シンポジウム，2002年11月，pp.1-6．
  12. 北詰昌樹，宮島正悟，広瀬宗一，鈴木慎也，滝　昌和，橋爪秀夫：軟弱粘土地盤の変形挙動に関する模型実験とFEM解析，地盤工学会，第46回地盤工学シンポジウム－地盤・構造物の変形とその評価－，2001年11月，pp.103-108．
  13. 北詰昌樹，宮島正悟，安田智弘：単杭の水平抵抗に及ぼすＳＣＰ改良地盤の改良効果について，日本材料学会，第４回地盤改良シンポジウム，2000年11月，pp.63-68．
  14. 北詰昌樹，大嶺　聖，三宅達夫，藤沢　一，苗村正三：セメント系改良地盤の設計法，地盤工学会，セメント系安定処理土に関するシンポジウム，1996年 2月，pp.57-75．
  15. 北詰昌樹：壁式改良地盤の滑動破壊に関する遠心模型実験，地盤工学会，セメント系安定処理土に関するシンポジウム，1996年 2月，pp.171-178．
  16. 北詰昌樹，池田朋広：支持力特性に及ぼす基礎の形状について，土質工学会，地盤破壊の三次元的評価に関するシンポ，1995年 3月，pp.133-140．
  17. 北詰昌樹，相原直浩，寺師昌明，丸山隆英：超軟弱地盤中の袋詰めサンドドレ－ンの挙動に関する遠心実験，土木学会，ウォーターフロント開発シンポジウム，1992年 1月，pp.197-202．

Ⅴ．著書
  1. CRC Press, Taylor & Francis Group: The Deep Mixing Method, 2013年2月, 410p. （分担執筆）
  2. セメント協会：セメント系固化材による地盤改良マニュアル（第４版）第５章、2012年10月（分担執筆）
  3. セメント協会：セメント系固化材による地盤改良マニュアル（第３版）第４章，2007年10月（分担執筆）
  4. Taylor & Francis: The Sand Compaction Pile Method, 2005年7月, 232p．（単筆）
  5. A. A. Balkema Publishers: The Deep Mixing Method - Principle, Design and Construction-, 2002年6月, 123p. （分担執筆）
  6. 地盤工学会：知っておきたい地盤の被害－現象，メカニズムと対策－，第１章，2003年9月（分担執筆）
  7. 地盤工学会：地盤改良効果の予測と実際，第４章，4.3.1，4.4，2000年2月（分担執筆）
  8. 地盤工学会：地盤工学ハンドブック，第４編，8.6.1～3，8.6.5～6，1999年3月（分担執筆）
  9. セメント協会：セメント系固化材による地盤改良マニュアル（第２版）第４章，1985年4月（分担執筆）
  10. 土質工学会：地盤工学における模型実験入門，第４章，1994年1月（分担執筆）