履歴書

 

 

1.         氏  名 (ちょう)  (ほう) (Cho Ho)

           

2.         性  別: 男

3.       生年月日: 

4.         住  所: 名古屋市

5.         本籍地: 中国・江蘇省

6.         学  歴

昭和517月 [中国]江蘇省無錫市東林高校卒業

昭和532      南京理工大学[中国、在籍時の旧名:華東工程学院]数学・力学学科入学

昭和572      同 卒業

昭和599      同済大学[中国]大学院力学学科修士課程入学

昭和622      同 修了

昭和629      同済大学[中国]大学院土木工学科博士後期課程入学

平成元年11      同 中退

平成元年11      京都大学工学部研究生

平成4 4       京都大学大学院工学研究科交通土木工学専攻博士課程入学

平成7 3       同 修了

7.     職歴

昭和572月〜昭和599月 蘇州大学「中国、在職時の旧名:蘇州絲綢工学院」助手

昭和622月〜昭和629月 蘇州大学「中国、在職時の旧名:蘇州絲綢工学院」助手

平成 74月〜平成103月 中央復建コンサルタンツ梶@係長

平成104月〜平成113月 名古屋工業大学            助手

平成114月〜平成173月 岐阜大学              助教授

平成174月〜               名古屋工業大学            教授

平成2311月〜   名古屋工業大学 高度防災工学センター長

8.         学位:    平成 7年 323日 博士(工学)京都大学

 論文題目:「CONSTITUTIVE MODELS FOR GEOLOGIC MATERIALS AND THEIR APPLICATION TO EXCAVATION PROBLEMS

9.                   加入学会名:地盤工学会(平成4年〜)、土木学会(平成3年〜)、地震学会(平成14年〜)、材料学会(平成14年〜)、国際地盤工学会(平成7年〜)

10.               社会活動

平成11年〜平成14      土木学会 地震工学委員会・杭基礎耐震検討小委員会 委員

平成12年〜平成14      土木学会 地震工学委員会・レベル2地震動による液状化研究小委員会 委員

平成11年〜平成13      地盤工学会 調査部 部員

平成12年〜平成14      地盤工学会 施工過程を考慮した地盤の変形・破壊予測に関する研究委員会 委員

平成11                         地盤工学会 中部支部 幹事長

平成11                         地盤工学会 中部支部第4部会 委員長

平成11年〜平成19      日本道路公団 中部支社管内のり面対策検討委員会 委員

平成14年〜平成18      地盤工学会 国際部 部員

平成15年〜平成21      国際地盤工学会TC34国内委員会 委員

平成15年〜                     地盤工学会 中部支部 評議員

平成15年〜平成17      JCI中部支部技術評価・支援機構 委員

平成16年〜平成17      ()名古屋高速道路 軟弱地盤構造検討委員会 副委員長

平成16年〜平成19      地盤工学会 「地盤工学会論文報告集」編集委員会 委員

平成16年〜平成19      地盤工学会 基礎構造の設計に関わる新技術評価に関する研究委員会 委員

平成16年〜平成19      地盤工学会 IT推進委員会 部員

平成17年〜平成21      地盤工学会 中部支部 副支部長

平成21年〜平成24     地盤工学会 会誌部 講座小委員会 委員長

平成21年〜                     NEXCO中日本 技術審査員

平成22年〜                     国土交通省       中部地方整備局 新技術活用評価会議 議員

平成24                        地盤工学会       中部支部 支部長

平成24年〜                     NEXCO中日本 のり面防災対策検討会 委員

平成25年〜                     材料学会          東海支部 支部長

 

11.               連絡先:〒466-8555 名古屋市昭和区御器所町 大学院工学研究科 創成シミュレーション工学専攻 (ながれ領域) Tel&Fax: (052)735-7923(ダイヤルイン); E-mailcho.ho@nitech.ac.jp

 

12.               賞罰

·           地盤工学会論文賞 (地盤工学会論文報告集、Soils and Foundations)2003318日、「F. Zhang and M. Kimura, 2002. Numerical prediction of the dynamic behaviors of RC group-pile foundation, Soils and Foundations, Vol. 42, No.3, 77-92」の論文で受賞

·           土木学会論文賞、2007424日、「斜杭を有する群杭基礎の地震時の力学特性(総合題目)」

13.               専門分野

·           土質力学と岩盤力学

·           耐震工学

·           地盤材料の構成式

·           地盤工学に関する数値解析

 


研究業績目録

著書・専門書

1.        New Frontier in Computational Geotechnics, Proceedings of 1st International Workshop on New Frontiers in Computational Geotechnics, Banff, Canada, 共著者:A. Yashima, F. Zhang and R.G. Wan, 平成159, 岐阜新聞社, ISBN4-87797-056-8 C3051.

2.        New Frontier in Computational Geotechnics, Proceedings of 2nd International Workshop on New Frontiers in Computational Geotechnics, Fortaleza, Brazil, 共著者:F. Zhang M. M. Farias and A. Yashima, 平成176, 岐阜新聞社, ISBN4-87797-107-6 C3051.

3.        New Frontier in Computational Geotechnics, Proceedings of 3rd International Workshop on New Frontiers in Computational Geotechnics, Xi’an, China, 共著者:F. Zhang A. Yashima & H. H. Zhu, 平成196, 岐阜新聞社, ISBN 978-4-87797-121-2 C3051.

4.        New Frontier in Computational Geotechnics, Proceedings of 4th International Workshop on New Frontiers in Computational Geotechnics, Pittsburgh, USA, 共著者:F. Zhang J. S. Lin & A. Yashima, 平成218, 岐阜新聞社, ISBN 978-4-87797-149-6 C3051.

5.        計算土力学, 単著、張 鋒200710, 人民交通出版社(中国), ISBN 978-7-114-06713-6.

 

Keynote Speech

1.        「群杭基礎の耐震性能評価」、第20回横浜国立大学地盤工学セミナー、2003年11月29日

2.        「地盤・群杭基礎の相互作用」、第24回地盤工学若手セミナー、2004年10月16日

3.        Invited speaker, “Mechanical behavior of soft sedimentary rock, testing and modeling”, F. ZHANG, International Workshop on Constitutive Modelling-Development, Implementation, Evaluation, and Application, January 12-13, 2007, Hong Kong.

4.        Keynote speaker, “Numerical Simulation of Vibration Damping Effect of Soilbag”, F. ZHANG, APCOM’07 in conjunction with EPMESC XI, December 3-6, 2007, Kyoto, JAPAN.

5.        Keynote speaker, “A constitutive model for soils considering overconsolidation, structure and anisotropy”, F. ZHANG, International Conference on PLASTICITY 2008, January 3-8, 2008, Kona, Hawaii, USA.

6.        Keynote speaker, 核廃料深埋処理的数値分析 (Numerical analysis for the nuclear waste disposal in sedimentary rock mass)2010中国水工岩土大会、上海、2010年8月25日


Invited speech

1.        3D dynamic finite element analysis on soil-structure interaction with a soil-pile foundation-superstructure system considering strong nonlinear behavior of soil and structure, University of Calgary, Canada, April, 18, 2002.

2.        Elasto-viscoplastic behavior of soft sedimentary rock and its modeling with tij intermediate-stress-dependency concept and subloading surface”, Bristol University, UK, June 20, 2005.

3.        「地盤・構造物一体系の動的挙動のFEMによる数値シミュレーション」、E-defense, Japan, Sep. 21, 2005.

4.        「地盤〜杭動的相互作用に関するFEMを用いた数値解析の試み」、E-defense, Japan, March 20, 2006.

5.        「地盤調査、室内試験の重要性」、同済大学、Aug. 20, 2007.

6.        「有限変形を考慮する地盤の液状化解析」、岡山大学 (Okayama University) 日本、March 5, 2007.

7.        「地盤・構造物一体系の動的挙動のFEMによる数値シミュレーションおよびその精度」、岡山大学 (Okayama University) 日本、Jan. 22-23, 2008.

8.        「地盤災害とその数値シミュレーション」、東海旅客鉄道、日本、Dec. 6, 2009.

9.        「ひずみ軟化、時間依存性及び温度効果を考慮した軟岩の構成式」、清水建設技術研究所、日本、March 3, 2010.

10.    “Mechanical behavior of sand subjected to different loading under different drained conditions and its unified description with elastoplastic model”, Queensland University, Australia, March 19, 2010.

11.    「地盤工学諸問題に関わる材料の構成式の開発」、鉄道総合研究所、日本、Dec. 16, 2010.

12.    「地盤工学諸問題に関わる材料の構成式の開発」、地域地盤環境研究所(Geo-Research Institute)、日本、Oct. 21, 2010.

13.    堆積岩的熱弾粘塑性模型及在核廃料深埋処理的数値分析中的応用 (Thermo-elasto-viscoplastic model of sedimentary rock mass and its application in the numerical analysis for the nuclear waste disposal), 光華講座教授講演IAug. 29, 2010.

14.    「使用統一状態変量的飽和・不飽和土的弾粘塑性模型 (Constitutive model for unsaturated-saturated soil using unified state variables), 光華講座教授講演IIAug. 30, 2010.

15.    「岩盤の長期安定性の予測 ーひずみ軟化、時間依存性及び温度効果を考慮した堆積軟岩の構成式ー」、地盤工学会四国支部特別講演、May 21, 2010.

16.    「地盤工学諸問題に関わる材料の構成式の開発」、中南大学、Dec. 27, 2010.

17.    「使用統一状態変量的飽和・不飽和土的弾粘塑性模型 (Constitutive model for unsaturated-saturated soil using unified state variables) 」、北京航空航天大学、中国、March 30, 2011.

18.    「砂の統一的な解釈の試み」、大成建設技術研究所、日本、June 17, 2011.

19.    「高レベル核廃棄物地層処分のTHM解析」、京都大学、日本、July 13, 2011.

 


論文リスト(Journal, 査読付論文)

1.             Q. C. Zhao and F. Zhang, 1988. The Method of Coating Caustics and Its Application in Fracture Mechanics, Journal of Tongji University (Quarterly), Vol. 16, No.4, 485-492 (in Chinese).

2.             T. Adachi, F. Oka, A. Yashima, and F. Zhang, 1991. Finite element analysis with strain-softening constitutive model, Proc. of 7th Int. Conf. on Computer Methods and Advances in Geomechanics, Cairn, Balkema, Beer, Booker & Carter (eds), 535-540.

3.             足立記尚・大西有三・岡二三生・張 鋒, 1991. 岩盤不連続面の硬化―軟化型構成式,ダム工学, Vol.3, 34-40.

4.             T. Adachi, F. Oka, A. Yashima, and F. Zhang, 1991. A FEM analysis of strain localization using a non-local strain-softening plasticity, Proc. 3rd Int. Conf. on Constitutive Laws for Engineering Materials, Theory and Application, Tucson, Balkema, 625-628.

5.             T. Adachi, F. Zhang, Y. Matsushita, and T. Hashimoto, 1993. Shallow tunnel in soft rock with NATM, Proc. of 1st Int. Symp. Geotechnical Engineering of Hard Soils-Soft Rocks, Athens, Anagnostopoulos et al. (eds), Balkema, 1365-1372.

6.             T. Adachi, F. Oka, and F. Zhang, 1993. Finite element analysis for constitutive model with strain softening, Computational Mechanics, Valliappan et al. (eds), Balkema, 325-330.

7.             T. Adachi, M. Kimura, and F. Zhang, 1994. Analyses on ultimate behavior of lateral loading cast-in-place concrete piles by three-dimensional elasto-plastic FEM, Proc. 8th Int. Conf. Computer Method and Advance in Geomechanics, Siriwardane & Zaman (eds), Balkema, Vol.3, 2279-2284.

8.             T. Adachi, F. Oka, and F. Zhang, 1994. An elasto-viscoplastic constitutive model with strain softening and its application to the progressive failure of a cut slope, AMD-Vol.183/MD-Vol.50, Material Instabilities, Theory and Applications, ASME, 203-217.

9.             T. Adachi, F. Oka, A. Yashima, and F. Zhang, 1994. Analysis of earth tunnel by strain softening constitutive model, Proc. 13th ICSMGE, Vol.2, 879-882.

10.         M. Kimura, T. Adachi, H. Kamei, and F. Zhang, 1995. 3-D finite element analysis of the ultimate behavior of laterally loaded cast-in-place piles, Proc. of 5th Int. Symp. Numerical Models in Geomechanics, Pande & Pietruszczak (eds), Davos, Swaziland, Balkema, 589-594.

11.         T. Adachi, J. Liu, A. Koike and F. Zhang, 1996. Finite element analysis of Biot’s consolidation in slope excavation based on a constitutive model with strain softening, Proc. 7th Int. Symp. Landslides, Senneset (eds), Trondheim, Norway, Balkema, 1131-1136.

12.         M. Kimura and F. Zhang, 1997. Seismic evaluation of pile foundation, Proc. 6th Int. Symp. Numerical Models in Geomechanics, Pietruszczak & Pande (eds), Montreal, Balkema, 545-548.

13.         M. Kimura, F. Zhang, K. Natsukawa and R. Tanaka, 1997. Evaluation of the Interaction between Pile-foundation and Ground in Dynamic Analysis with Nonlinear Springs, Proc. 9th Int. Conf. Computer Method and Advance in Geomechanics, Yuan (eds), Wuhan, Balkema, Vol.3, 2155-2158.

14.         足立紀尚・岡二三生・張 鋒1998. ひずみ軟化型弾・粘塑性構成式、第44回地盤工学シンポジユム論文集、47-54

15.         T. Adachi, F. Oka and F. Zhang, 1998. An elasto-viscoplastic constitutive model with strain softening, Soils and Foundations, Vol. 38, No.2, 27-35.

16.         M. Kimura and F. Zhang, 1998. Seismic evaluation of pile foundation by 3-D finite element analyses, Proc. 7th Int. Conf. & Exhibition on Piles and Deep Foundations, 5.21.1-5.21.8.

17.         F. Zhang, M. Kimura and T. Nakai, 1998. Field tests and numerical analyses on pile foundation undergone lateral cyclic loading, Proc. 8th KKNN Seminar on Civil Engineering, Swaddiwudhipong et al. (eds), Singapore, 314-319.

18.         M. Kimura, F. Zhang, and T. Inoue, 1998. Investigation on the behavior of pile foundation undergone cyclic lateral loading by 3-D finite element analysis (DGPILE-3D), Proc. 3rd Int. Geotechnical Seminar: Deep Foundation on Bored and Auger Piles, Van Impe (eds), 145-150.

19.         M. Kimura and F. Zhang, 1999. Seismic evaluation of pile foundation by static and dynamic 3-D finite element analyses, Proc. of the 11th Asian Regional Conference of Int. Society for Soil Mechanics and Geotechnical Engineering, Seoul, Vol. 1, 507-510.

20.         T. Adachi, F. Oka, H. Osaki, H. Fukui and F. Zhang, 1999. Soil-water coupling analysis of progressive failure of cut slope using a strain softening model, Proc. of Int. Conf. on Slope Stability Engineering (IS-Shikoku), Yagi et al. (eds), Matsuyama, Japan, Balkema, Vol.1, 333-338.

21.         M. Kimura and F. Zhang, 2000. Dynamic Behavior of Group-Pile Foundation by Three-Dimensional Elasto-Plastic Finite Element Analyses, Proc. 12th Would Conference on Earthquake Engineering (12th WCEE), Auckland, New Zealand, 1409.1-8

22.         M. Kimura and F. Zhang, 2000. Seismic evaluation of pile foundations with three different methods based on three-dimensional elasto-plastic finite element analysis, Soils and Foundations, Vol. 40, No.5, 113-132.

23.         F. Zhang, M. Kimura, T. Nakai and T. Hoshikawa, 2000. Mechanical behavior of pile foundations subjected to cyclic lateral loading up to the ultimate state, Soils and Foundations, Vol. 40, No.5, 1-18.

24.         F. Zhang, M. Kimura and R. Furuta, 2000. Dynamic behavior of group-pile foundation, Proc. of the 4th Japan conference on structural safety and reliability (JCOSSAR2000), 301-308.

25.         F. Zhang, A. Yashima, M. Kimura and R. Uzuoka, 2000. 3-D FEM Analysis of Laterally Cyclic Loaded Group-Pile Foundation Based on an Axial-Force Dependent Hysteretic Model For RC, Proc. of Int. Conf. on Geotechnical and Geological Engineering (GeoEng2000), Melbourne, Balkema, CD-ROM.

26.         T. BoonyateeM. Kimura & F. Zhang, 2000. Three-dimensional finite element analysis of statnamic load test, Proc. of the International Symposium of Application of Stress-Wave Theory to Piles, Niyama & Beim (eds), Balkema, 563-566.

27.         A. Yashima, F. Zhang, R. Uzuoka and H. Sawada, 2001. 3-D finite element liquefaction analysis of a petroleum tank-ground-foundation system based on a kinematic hardening elastoplastic model, Proc. of 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, Balkema, 4.10, CD-ROM.

28.         R. Uzuoka, T. Kubo, A. Yashima and F. Zhang, 2001. Numerical study on 3-dimensional behavior of a damaged pile foundation during 1995 Hyogo-Ken Nanbu earthquake, Proc. of 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, Balkema, 6.22, CD-ROM.

29.         F. Zhang, A. Yashima and R. Uzuoka, 2001. 3-D liquefaction analysis of reclaimed ground with tank and foundation, Proc. of 10th Int. Conf. on Computer Methods and Advances in Geomechanics, Desai et al. (eds), Tucson, Balkema, Vol. 2, 1145-1149

30.         T. Adachi, F. Oka, H. Kobayashi, S. Kimoto and F. Zhang, 2001. Progressive failure of cut slope in anisotropic ground, Proc. of 10th Int. Conf. on Computer Methods and Advances in Geomechanics, Desai et al. (eds), Tucson, Balkema, Vol. 2, 1531-1535

31.         F. Zhang and A. Yashima, 2001. New approach for assessing long-term stability of tunnel and remedial work, Proc. 16th ICSMGE, Vol. 3, 1435-1438.

32.         F. Zhang, A. Yashima, T. Adachi and F. Oka, 2001. A fundamental study on a trapdoor in sandy ground using FEM with a strain softening model, Proc. of Regional conference on Geotechnical Engineering in Soft Ground, Liu & Liao (eds.), Shanghai, Tongji University Press, 575-580.

33.         T. Adachi, F. Oka, M. Kimura, K. Kishida, M. Kikumoto, T. Takeda & F. Zhang, 2001. Numerical simulation of centrifuge test of trapdoor by 3-D FEM, Proc. of Int. Conf. on Modern Tunneling Science and Technology (IS-Kyoto 2001), Adachi et al. (eds), Kyoto, Balkema, Vol.1, 147-152.

34.         渦岡 良介・久保 哲夫・八嶋 厚・張 鋒, 2001. 不飽和層への浸透現象を考慮した液状化解析, 土木学会論文集, No.694, III-57, 153-163.

35.         A. Yashima, F. Zhang, H. Shigematsu, A. Endo, K. Nishida and S. Sakamoto, 2001. Geotechnical study of ALMA site foundation in the Cerro Chascón science preserve, Publication of National Astronomy Observation of Japan, Vol.6, 65-74.

36.         F. Zhang, A. Yashima, K. Sawada, T. Sumi, T. Adachi and F. Oka, 2001. Numerical analysis of a large-scale slope failure, Proc. of 5th Int. Conf. of APCOM, Computer Mechanics-New frontiers for New Millennium, Valliappan and Khalili (eds), Elsevier, 527-532.

37.         T. Adachi, F. Oka, H. Nakajima and F. Zhang, 2001. Soil-water coupled analysis of cut slope stability with elasto-viscoplastic model, Proc. of 5th Int. Conf. of APCOM, Computer Mechanics-New frontiers for New Millennium, S. Valliappan and Khalili (eds), Elsevier, 307-316.

38.         F. Zhang and M. Kimura, 2002. Numerical prediction of the dynamic behaviors of RC group-pile foundation, Soils and Foundations, Vol. 42, No.3, 77-92.

39.         森伸一郎・三浦房紀・張 鋒・岸下 崇祐・岩上 憲一・砂坂善雄, 2002. 杭基礎構造物の一斉地震応答解析, 構造工学論文集, Vol.48A, 457-468.

40.         張 鋒・八嶋 厚・木村 亮・景山 学・片山 辰雄, 2002. 埋立礫材の新しいサンプリング手法と室内試験に基づいた群杭基礎水平載荷試験の数値解析, 土木学会論文集, No.715, III-60, 227-236.

41.         木村 亮・牧野 洋志・大川 賢紀・亀井 宏之・張 鋒, 2002. 斜杭を有する群杭基礎の静的水平支持力特性, 土木学会論文集, No.722, III-61, 97-107.

42.         F. Zhang, M. Kimura and C. W. Lu, 2002. 3-D dynamic finite element analysis on group-pile foundation based on an axial-force dependent model for RC, Proc. of 5th European Conference on Numerical Methods in Geotechnical Engineering, Mestat (eds.), 1009-1016.

43.         渦岡良介・仙頭紀明・八嶋厚・張 鋒, 2002. 護岸近傍に位置する杭基礎建物の3次元有効応力解析, 日本地震工学会論文集, 2, 2, 1-14.

44.         R. Uzuoka, A. Yashima, F. Zhang and M. Takagi, 2002. 3-D dynamic liquefaction analysis on a damaged group-pile foundation, Proc. of 5th European Conference on Numerical Methods in Geotechnical Engineering, Mestat (eds.), 1017-1024.

45.         K. Okawa, H. Kamei, M. Kimura and F. Zhang, 2002. Dynamic behavior of a group-pile foundation with inclined piles in loose sand, Proc. Int. Conf. Physical modeling in geotechnics (ICPMG’02), Phillips (eds.), 729-734.

46.         K. Sawada, H. Kato, A. Yashima and F. Zhang, 2002. Analytical study of grains rotation using tij sand model based on Cosserat continuum theory, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 175-182.

47.         C. W. Lu, F. Oka and F. Zhang 2002. Mechanical behavior of single and group piles before and after liquefaction, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 147-156.

48.         F. Zhang, A. Yashima, M. Higuchi and M. Kimura, 2002. 3-D Analysis on dynamic behavior of jacket-type foundation with inclined piles, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 123-128.

49.         G.L. Ye, A. Yashima and F. Zhang, 2002. 3-D finite element analysis of a large-scale slope failure due to heavy rain, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 99-106.

50.         R. Furuta, A. Yashima, and F. Zhang, 2002. A cyclic elasto-plastic constitutive model for sand and its application in liquefaction analysis, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 33-42.

51.         A. M. Sarr, A. Yashima and F. Zhang, 2002. Strain softening with negative dilatancy for highly structured geomaterials, Proc. of 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 43-52.

52.         大川賢紀・亀井宏之・張 鋒・木村 亮, 2002. 軟弱地盤における動的相互作用を考慮した斜杭群杭基礎の耐震性評価, 11回日本地震工学シンポジウム論文集, 343-350.

53.         渦岡良介・芝崎水無子・風間基樹・八嶋厚・張 鋒. 2002, 液状化地盤中の杭の地盤反力評価に対する3 次元有効応力解析の適用性, 11回日本地震工学シンポジウム論文集, 1055-1060.

54.         F. Zhang, A. Yashima, T. Sumi, H. Ono, G. L. Ye and A. M. Sarr, 2003. NUMERICAL SIMULATION OF PROGRESSIVE FAILURE OF SLOPE, Proceedings of 1st World Forum of Chinese Scholars in Geotechnical Engineering (GEO-WCS2003), Tongji University Press, Zhu et al (eds), 196-207.

55.         F. Zhang, A. Yashima, H. Osaki, T. Adachi and F. Oka, 2003. Numerical simulation of progressive failure in cut slope using a soil-water coupled analysis based on a strain-soften model, Soils and Foundations, Vol. 43, No.5, 119-131.

56.         F. Zhang, A. Yashima, G. L. Ye, T. Adachi and F. Oka, 2003. An elastoplastic strain-softening constitutive model for soft rock considering the influence of intermediate stress, Soils and Foundations, Vol. 43, No.5, 107-117.

57.         F. Zhang, A. Yashima, S. Matsuda, Y. Sekine & H. Hyodo, 2003. Evaluation of the remedial works for cracked tunnels in creep-behaved ground, Proc. of the 12th Asian Regional Conference of Int. Society for Soil Mechanics and Geotechnical Engineering, Singapore, Leung et al. (eds), 895-898.

58.         F. Zhang, A. Yashima & Y. Noda, 2003. Dynamic behavior of group pile with simplified model and full model, Proc. of the Sino-Japanese Symposium on Geotechnical Engineering, Beijing, Yu & Akagi (eds), 80-87.

59.         大川 賢紀・亀井 宏之・木村 亮・張 鋒, 2003. 斜杭を有する群杭基礎の動的挙動に関する実験的検討, 土木学会論文集, No.729, III-62, 31-42.

60.         大川 賢紀・亀井 宏之・張 鋒・木村 亮, 2004. 一体系動的解析手法による斜杭群杭基礎の動的挙動に関する数値シミュレーション, 土木学会論文集, No.771, III-68, 33-50.

61.         G. L., Ye, H., Miyaguchi, Y., Huang, H., Sawada, F. Zhang  & A. Yashima, 2004. Dynamic behavior of group-pile foundation evaluated by simplified model and sophisticated model, Proc. 13th WCEE , Vancouver, Paper No. 28, CD-ROM.

62.         K. Sawada, A., Yashima, F. Zhang, R., Furuta, T., Yoshida, 2004. Experimental And Numerical Studies on The Change in Ground Stiffness Before And After Liquefaction, Proc. 13th WCEE , Vancouver, Paper No. 601, CD-ROM.

63.         F., Oka, C.W. Lu, R. Uzuoka, F. Zhang, 2004. Numerical Study of Structure-Soil- Group Pile Foundations Using An Effective Stress Based Liquefaction Analysis Method, Proc. 13th WCEE , Vancouver, Paper No. 3338, CD-ROM.

64.         Y. Huang, F. Zhang, A. Yashima, K. Sawada, G. L. Ye and N. Kubota, 2004. Three-Dimensional Numerical Simulation of Pile-Soil Seismic Interaction in Saturated Deposits with Liquefiable Sand and Soft Clay, Proc. 6th World Congress on Computational Mechanics, Yao et al. (ed.), Springer, ISBN 7-89494-512-9, CD-ROM, M-274.

65.         R. Uzuoka1, M. Kazama, F. Zhang, A. Yashima and F. Oka, 2004. Prediction of Earth Pressures on a Pile Group Due to Liquefaction-induced Ground Flow, Proc. 6th World Congress on Computational Mechanics, Yao et al. (ed.), Springer, ISBN 7-89494-512-9, CD-ROM, M-271.

66.         K. Sawada, S. Moriguchi, A. Yashima, F. Zhang and R. Uzuoka, 2004. Large deformation analysis in geomechanics using CIP method, Internal Journal of JSCE, Series B, Vol.47, No.4, 735-743.

67.         G. L., Ye, K., Naito, K., Sawada, F. Zhang & A., Yashima, 2004. Experimental study on soft sedimentary rock under plane-strain compression and creep tests, Proceedings of International Symposium of ISRM on 3rd ARMS 2004, Ohnishi et al. (ed.), Millpress, 865-870.

68.         Y. Huang, K. Sawada, S. Moriguchi, A. Yashima & F. Zhang, 2004. FINITE ELEMENT ANALYSIS OF A REINFORCED SOIL DIKE, Proc. of 2nd International Workshop on New Frontiers in Computational Geotechnics, Fortaleza, Brazil, Zhang et al. (ed.), 55-58.

69.         H. Aung, F. Zhang, A. Yashima, K. Naito and G. L. Ye, 2004. STRAIN SOFTENING, TIME DEPENDENCY OF SOFT SEDIMENTARY ROCK AND ITS MODELING, Proc. of 2nd International Workshop on New Frontiers in Computational Geotechnics, Fortaleza, Brazil, Zhang et al. (ed.), 135-144.

70.         F. Zhang, A. Yashima , T. Nakai, G. L. Ye and H. Aung, 2005. An elasto-viscoplastic model for soft sedimentary rock based on tij concept and subloading surface, Soils and Foundations, Vol.45, No.1, 65-73.

71.         G.L. Ye, F. Zhang, A. Yashima, T. Sumi and T. Ikemura, 2005. Numerical analyses on progressive failure of slope due to heavy rain with 2D and 3D FEM, Soils and Foundations, Vol.45, No.2, 1-17.

72.         今井政人・岡二三生・中島伸一郎・張 鋒, 2005. 薄肉鋼管―ソイルセメント複合構造体の圧縮変形特性とそのモデル化, 土木学会論文集, No.792, III-71, 103-120.

73.         A. Yashima, F. Zhang & G. L. Ye, 2005. Progressive failure of slope due to tunnel excavation and its numerical simulation, Proc. 16th ICSMGE, Vol.2, 2611-2615.

74.         大川 賢紀・亀井 宏之・張 鋒・樋口美紀恵・木村 亮, 2005.斜杭を有する鋼管杭基礎の地震時の支持性能, 土木学会論文集, No.806, III-73, 1-12.

75.         Y. Huang, A. Yashima, F. Zhang and R. Uzuoka, 2005. NUMERICAL SIMULATION OF MITIGATION FOR LIQUEFACTION BY GROUND IMPROVEMENT AND STRUCTURAL ENHANCEMENT, Proc. of 2nd China-Japan Geotechnical Symposium, Shanghai, China, Huang et al. (ed.), 91-96.

76.         G. L. Ye, F. Zhang, A. Yashima, K. Naito & H. Aung, 2005. AN INVESTIGATION INTO THE MECHANICAL BEHAVIOR OF SEDIMENTARY SOFT ROCK IN PLANE-STRAIN TEST, Proc. of 2nd China-Japan Geotechnical Symposium, Shanghai, China, Huang et al. (ed.), 196-203.

77.         M. Kimura , S. Tamatani, K. Isobe  and F. Zhang, 2005. Numerical prediction of long-term displacements of group-pile foundation in clayed ground considering construction process, Proc. of 2nd China-Japan Geotechnical Symposium, Shanghai, China, Huang et al. (ed.), 525-532.

78.         B. Ye, H. Yokawa, T. Kondo, A. Yashima and F. Zhang, 2005. Experimental study on dynamic interaction between group-pile foundation and sandy ground with shaking table tests, Proc. of 2nd China-Japan Geotechnical Symposium, Shanghai, China, Huang et al. (ed.), 579-586.

79.         Y. Huang, K. Sawada, S. Moriguchi, A. Yashima and F. Zhang, 2006. Numerical assessment of the effect of reinforcement on the performance of reinforced soil dikes, Geotextiles and Geomembranes, No.24, 169–174.

80.         Ye, B., Yokawa, H., Kondo, T., Yashima, A., Zhang, F. and Yamada, H. (2006): Investigation on Stiffness Recovery of Liquefied Sandy Ground after Liquefaction using Shaking-Table Tests, Soil and Rock Behavior and Modeling, ASCE Geotechnical Special Publication No.150, 482-489.

81.         Zhang, F., Yashima, A., Ye, G. L., Aung, H., Naitou, K. and Nakai, T. (2006): Elasto-Viscoplastic Behavior of Soft Sedimentary Rock, Tests and Its Modeling, Geomechanics II, Proceedings of the Second Japan-U.S. Workshop on Testing, Modeling, and Simulation in Geomechanics, ASCE Geotechnical special publications, 148-161.

82.         Huang, Y., Yashima, A., Zhang, F. and Sawada, K. (2006): Numerical simulation for earthquake liquefaction of soil embankments, Computational Methods, Proc. ICCM2006, Liu et al (eds), Springer, 269-274.

83.         M. Kikumoto, T. Nakai, F. Zhang, M. Hinokio, A. Yagyu & H. Kyokawa, (2006): Extension of subloading tij model to structured soils, Proc. IS-Yamaguchi, Geomechanics and Geotechnics of Particulate Media, Hyodo et al (eds), Balkema, 305-311.

84.         R. Uzuoka, M. Cubrinovski, F. Zhang, A. Yashima and F. Oka, 2006, Validation of 3-D dynamic soil-water coupled analyses for liquefaction-induced earth pressure on a pile group, Proc. of 3rd International Workshop on New Frontiers in Computational Geotechnics, IWS-Xi’an, Zhang et al. (ed.), 45-50

85.         B. Ye, G.L. Ye, F. Zhang and A. Yashima, 2006, Numerical simulation on repeated processes of liquefaction and consolidation in sandy ground, Proc. of 3rd International Workshop on New Frontiers in Computational Geotechnics, IWS-Xi’an, Zhang et al. (ed.), 51-56

86.         M. Kikumoto, T. Nakai, F. Zhang, M. Hinokio, A. Yagyu and H. Kyokawa, 2006, Isotropic hardening model for soil considering induced anisotropy using modified stress, Proc. of 3rd International Workshop on New Frontiers in Computational Geotechnics, IWS-Xi’an, Zhang et al. (ed.), 115-120

87.         R. Uzuoka, B, N. Sento, M. Kazama, F. Zhang, A. Yashima, F. Oka, (2007): Three-dimensional numerical simulation of earthquake damage to group-piles in a liquefied ground, International Journal of Soil Dynamics and Earthquake Engineering, No.27, 395–413.

88.         F. Zhang, G. L. Ye, K. Naito, H. Aung and A. Yashima, 2007, Mechanical behavior of soft sedimentary rock--Testing and modeling, Proc. of International Workshop on Constitutive Modelling-Development, Implementation, Evaluation and Application, Hong Kong, Yin et al (eds), 228-237.

89.         B. Ye, G. L. Ye, F. Zhang and A. Yashima, 2007. Experiment and numerical simulation of repeated liquefaction-consolidation of sand, Soils and Foundations, Vol.47, No.3, 547-558.

90.         F. Zhang, B. YE, T. Noda, M. Nakano, K. Nakai, 2007. Explanation of Cyclic mobility of soils: approach by stress-induced anisotropy, Soils and Foundations, Vol.47, No.4, 635-648.

91.         G. L. Ye, F Zhang, K Naito, H. Aung and A Yashima, 2007. Test on soft sedimentary rock under different loading paths and its interpretation, Soils and Foundations, Vol.47, No.5, 897-909.

92.         N. Iwata , T. Nakai , F. Zhang, T. Inoue and H. Takei, 2007, Influences of 3D effects, wall deflection process and wall deflection mode in retaining wall problems, Soils and Foundations, Vol.47, No.4, 685-699.

93.         H. Aung, K. Naito, M. Iwata, B. Ye, A. Yashima and F. Zhang, 2007, Tests on shear strength and creep behavior of sedimentary soft rock under triaxial and plane-strain conditions, Proc. of the 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Kolkota, Vol.1, 533-536.

94.         T. Nakai, F. Zhang, M. Kikumoto, H.M. Shahin, H. Takei & M. Niinomi, 2007, Influence of existing load on excavation problems – model tests and numerical simulation, Proc. 10th International Symposium on Numerical Models in Geomechanics, Rhodes, Greece, Ponde et al (eds), Balkema, 611-617.

95.         M. Kikumoto, H. Kyokawa, T. Nakai, F. Zhang & M, Hinokio, 2007, Description of induced anisotropy of soils using isotropic hardening rule in modified stress space, Proc. 10th International Symposium on Numerical Models in Geomechanics, Rhodes, Greece, Ponde et al (eds), Balkema, 85-91.

96.         B. Ye, A. Yashima, G. L. Ye and F. Zhang, 2007, Repeated liquefaction and consolidation of sand, tests and numerical simulation considering finite deformation, Proc. 10th International Symposium on Numerical Models in Geomechanics, Rhodes, Greece, Ponde et al (eds), Balkema, 729-735.

97.         村松大輔・張鋒H. M. Shahin, 2007, 土のう補強材地盤の有限変形を伴う支持力特性の数値シミュレーション, 地盤工学ジャーナル, Vol. 2, No. 1, 11-23.

98.         磯部公一・木村亮・張鋒・河野謙治・原田典佳・槇野健・桑嶋健, 2007, 既設渡河橋梁基礎を補強した鋼管矢板基礎の補強メカニズムに関する有限要素解析, 土木学会論文集C, Vol.63, No.2, 516-529.

99.         T. Nakai, F. Zhang, M. Hinokio, H.M. Shahin, M. Kikumoto, Yonaha and A. Nishio, 2007, Bearing capacity of reinforced foundation subjected to pull-out loading: 3D model tests and numerical simulation, Proc. International Symposium on New Horizons in Earth Reinforcement, Otani et al (eds), Balkema, 457-463.

100.     D. Muramatsu, F. Zhang and H. M. Shahin, 2007, Numerical simulation on bearing capacity of soilbag-reinforced ground considering finite deformation, Proc. International Symposium on New Horizons in Earth Reinforcement, Otani et al (eds), Balkema, 465-471.

101.     H. Kyokawa1, T. Nakai, F. Zhang and M. Kikumoto, 2007, A method of modeling of geomaterials considering density and bonding of soils, Proc. of International conference of APCOM’07 in conjunction with EPMESC XI, 2007, MS29-1-3, CDROM.

102.     B. Ye, D. Muramatsu, F. Zhang and T. Nakai, 2007, Numerical Simulation of Vibration Damping Effect of Soilbag, Proc. of International conference of APCOM’07 in conjunction with EPMESC XI, 2007, MS29-4-1, CDROM.

103.     T. Nakai, F. Zhang, H.M. Shahin and M. Kikumoto, 2007, Behavior of ground in excavation problems -MODEL TESTS AND NUMERICAL SIMULATIONS-, Proc. of International Conference on New frontiers in Chinese and Japanese Geotechniques, Yao et al (eds), 3-20, China Communications Press.

104.     T. Nakai, F. Zhang, H. Kyokawa and M. Kikumoto, 2007, A simple modeling of structured soils, Proc. of International Conference on New frontiers in Chinese and Japanese Geotechniques, Yao et al (eds), 435-447, China Communications Press.

105.     G. L. Ye, B Ye, F. Zhang, M. Fukuda and J Nagaya, 2007, A unified approach for finite element modeling of static and dynamic behaviors of SCP improved ground, Proc. of International Conference on New frontiers in Chinese and Japanese Geotechniques, Yao et al (eds), 706-717, China Communications Press.

106.     Ye G.L., Zhang F., Yashima A., Aung H. and Naito K. 2007, Influence of Membrane and Filter Paper on Plane-Strain Testing of Soft Sedimentary Rock, Geotechnical Testing Journal, Vol.30, No.6, 442-453.

107.     Y. Huang, A. Yashima, K. Sawada and F. Zhang, 2008, Numerical assessment of the seismic response of an earth embankment on liquefiable soils, Bulletin of Engineering Geology and the Environment, Vol. 67, 31–39.

108.     Y. Huang, F. Zhang, A. Yashima & W.M. Ye, 2008, Numerical simulation of mitigation for liquefaction-induced soil deformations in a sandy ground improved by cement grouting, Environmental Geology, Vol.55:1247–1252.

109.     N. Iwata, H. M. Shahin, F. Zhang, T. Nakai, M. Niinomi & Y.D.S. Geraldni, 2008, Excavation with stepped-twin retaining wall: model tests and numerical simulations, Proc. 6th International Symposium (IS-Shanghai 2008), C.W.W. Ng et al (eds), Balkema, 655-661.

110.     F. Zhang, K. Okawa, M. Kimura, 2008, Centrifuge model test on dynamic behavior of group-pile foundation with inclined piles and its numerical simulation, Frontiers of Architecture and Civil Engineering in China, Vol.2, No.3, 233–241.

111.     H. M. Shahin, T. Nakai, F. Zhang, M. Kikumoto, T. Tabata & R. Nakahara, 2008, Ground movement and earth pressure due to circular tunneling: model tests and numerical simulations, Proc. 6th International Symposium (IS-Shanghai 2008), C.W.W. Ng et al (eds), Balkema, 709-715.

112.     村松 大輔,叶 斌,張 鋒, 2009, 土のうの振動低減効果に関する数値シミュレーション, 地盤工学ジャーナル, Vol. 4, No. 1, 71-80.

113.     S. Zhang and F. Zhang, 2009, A Thermo-Elasto-Viscoplastic Model for Soft Sedimentary Rock, Soils and Foundations, Vol.49, No.4, 583-596.

114.     T. Nakai, H. Kyokawa, M. Kikumoto, H. M. Shahin and F. Zhang, 2009, One- dimensional and three-dimensional descriptions of elastoplastic behavior in structured clays, Proc. of 4th International Workshop on New Frontiers in Computational Geotechnics, IWS-Pittsburgh, Zhang et al. (ed.), 3-12.

115.     Y. J. Jin, F. Zhang, B. Ye, 2009, Numerical simulation of sand subjected to cyclic loading in undrained conventional triaxial test, Proc. of 4th International Workshop on New Frontiers in Computational Geotechnics, IWS-Pittsburgh, Zhang et al. (ed.), 19-28.

116.     H. M. Shahin, T. Nakai, F. Zhang & M. Kikumoto, E. Nakahara and M. Nagata, 2009, Interaction effects between existing foundations and tunneling-Model tests and numerical simulations, Proc. of 4th International Workshop on New Frontiers in Computational Geotechnics, IWS-Pittsburgh, Zhang et al. (ed.), 119-126.

117.     F. Zhang & Y.J. Jin, 2009, Modeling of Toyoura sand in general loading conditions, Proc. of 4th International Workshop on New Frontiers in Computational Geotechnics, IWS-Pittsburgh, Zhang et al. (ed.), 137-144.

118.     Y. Sekine, F. Zhang, Y. Tasaka, H. Kurose and T. Ohmori, 2009, Model tests and numerical analysis on the evaluation of long-term stability of existing tunnel, Proc. 17th ICSMGE, Vol.2, 1848-1854.

119.     T. Nakai, H. Kyokawa, M. Kikumoto, H.M. Shahin & F. Zhang, 2009, Elastoplastic modeling of geomaterials considering the influence of density and bonding, Proc. of the international symposium on Prediction and Simulation Methods for Geo-hazard Mitigation, Kyoto, Japan, 367-373.

120.     T. Nakai, H.M. Shahin, M. Kikumoto, H. Kyokawa & F. Zhang, 2009, Simple and unified method for describing various characteristics of geomaterials -Influence of density, bonding, time effects and others-, Journal of Applied Mechanics JSCE, August, vol.12, 371-382.

121.     T. Nakai, H. M. Shahin, F. Zhang, M. Hinokio, M. Kikumoto, S. Yonaha, A. Nishio, 2010, Bearing capacity of reinforced foundation subjected to pull-out loading in 2D and 3D conditions, Geotextiles and Geomembranes, Vol.28, 268–280.

122.     Y. Jin, B. Ye and F. Zhang, 2010, Numerical simulation of sand subjected to cyclic load under undrained conventional triaxial test, Soils and Foundations, Vol.50, No.2, 177-194.

123.     F. Zhang, Y. Jin, B. Ye and 2010, A try to give a unified description of Toyoura standard sand, Soils and Foundations, Vol.50, No.5, 679-693.

124.     H. M. Shahin, T. Nakai, M. Kikumoto, Y. Uetani and F. Zhang (2010): Interaction effect of retaining wall and existing foundations in braced excavation, Geotechnical Special Publication, Deep and Underground Excavation, ASCE,, vol. 206, 92-99.

125.     Y. Jin, X. Bao, Y. Kondo and F. Zhang (2010): Soil-water coupling analysis of real-scale field test for 9-pile foundation subjected to cyclic horizontal loading, Geotechnical Special Publication, Deep foundation and Geotechnical in situ test, ASCE, vol. 205, 111-118.

126.     T. Nakai, H. M. Shahin, M. Kikumoto, H. Kyokawa and F. Zhang (2010): Unified method for describing various features of stress-strain behavior of geomaterials, Proc. of the Geoshanghai international conference, June, 2010, CD-ROM.

127.     M. Kikumoto, T. Nakai, H. M. Shahin, A. Watanabe, K. Ishii and F. Zhang (2010): Mechanical behaviour of geosynthetic-reinforced soil retaining wall, Geotechnical Special Publication of American Society of Civil Engineers (ASCE) on Ground Improvement and Geosynthetics, June, vol. 207, 310-317.

128.     Z. F. Xia, G. L. Ye, J. H. Wang, B. Ye and F. Zhang, 2010, Fully coupled numerical analysis of repeated shake-consolidation process of earth embankment on liquefiable foundation, International Journal of Soil Dynamics and Earthquake Engineering, Vol.30, No.11, 1309-1318.

129.     F. Zhang, Y. Jin, X. Bao, Y. Kondo and K. Nakamura, 2010, Soil-water coupling finite element analysis on seismic enhancement effect of group-pile foundation with ground improvement, Proc. of 9th world congress on Computational Mechanics, Sydney, Khalili et al (eds), CD-ROM.

130.     F. Zhang, S. Zhang and Y.L. Xiong, 2010, Numerical simulation of a fictional deep geological disposal of nuclear waste, Proc. of 5st International Workshop on New Frontiers in Computational Geotechnics, IWS-Brisbane, Pedroso and Shahin. (eds.) (In printing).

131.     H. Nakano, F. Zhang and Y. J. Jin, 2010. Model test on creep failure of existing tunnel and its numerical simulation, Proc. of the 14th Asian Regional Conference of Int. Society for Soil Mechanics and Geotechnical Engineering, Hongkong, J. H. Yin (eds.) (In printing).

132.     F. Zhang, Y. Jin, B. Ye, 2010, Theoretical description of Toyoura sand, 'Recent developments of geotechnical engineering', Proc. 4th Japan-China Geotechnical Symposium, Komiya and Yao (eds), Okinawa, Japan, 148-155.

133.     F. Zhang, X. H. Bao and T. Kariya, 2010, Modeling of Unsaturated Soil Considering the Effect of Saturation Directly, Geomechanics and Geotechnics: From Micro to Macro, Jiang et al. (eds), CRC Press, Vol.1, 41-45.

134.     Y. Jin, X. H. Bao, Y. Kondo, F. Zhang, 2010, Numerical evaluation of group-pile foundation subjected to cyclic horizontal load, Frontiers of Architecture and Civil Engineering in China, Vol.4, No.2, 196–207.

135.     F. Zhang  and T. Ikariya, 2011, A new model for unsaturated soil using skeleton stress and degree of saturation as state variables, Soils and Foundations, Vol.51, No.1, 67-81.

136.     F.Zhang, S. Zhang, Y. L. Xiong, H. Nakano and T. Nishimura,  Thermo-hydraulic-mechanical analysis of deep geological disposal of high level nuclear waste, Proc. 11th International Conference on Computational & Experimental Engineering and Sciences, Nanjing, China, 18-22 April, 2011, CDROM.

137.     F. Zhang, B. Ye, G. L. Ye, 2011, Unified description of sand behavior, Frontiers of Architecture and Civil Engineering in China, Vol.5, No.2, 121–150.

138.     Ye B., Muramatsu D., Ye G.L., Zhang F. 2011: Numerical assessment of vibration damping effect of soilbags, Geosynthetics International, 18(4), 159-168.

139.     H. M. Shahin, T. Nakai, F. Zhang , M. Kikumoto and E. Nakahara, 2011, Behavior of ground and response of existing foundation due to tunneling, Soils and Foundations, Vol.51, No.3, 395-409.

140.     T. Nakai, H. Shahin, M. Kikumoto, H. Kyokawa, F. Zhang and M. M. Farias, 2011: A simple and unified one-dimensional model to describe various characteristics of soils, Soils and Foundations, Vol.51, No.6, 1129-1148.

141.     T. Nakai, H. Shahin, M. Kikumoto, H. Kyokawa, F. Zhang and M. M. Farias, 2011: A simple and unified three-dimensional model to describe various characteristics of soils, Soils and Foundations, Vol.51, No.6, 1149-1168.

142.     Bao, Y. F., Ye, G. L., Ye, B. and F. Zhang. 2012: Seismic evaluation of soil-foundation-superstructure system considering geometry and material nonlinearities of both soils and structures, Soils and Foundations, Vol.52, No.2, 257-278.

143.     Ye B., Ye G. L., F. Zhang. 2012: Numerical modeling of changes in anisotropy during liquefaction using a generalized constitutive model, Computers and Geotechnics, 42, pp.62-72.

144.     F. Zhang, B. Ye, G. L. Ye, 2012, A unified description of Toyoura sand, Constitutive Modeling of Geomaterials, Yang et al (eds), Springer Series in Geomechanics & Geoengineering, 663-674.

145.     Y. Morikawa, X. H. Bao, F. Zhang, H. Sakaguchi and A. Taira, 2012: Mechanism of liquefaction in repeated earthquake vibration, Proc. of 5th China-Japan Geotechnical Symposium, 386-394.

146.     Y. L. Xiong, X. H. Bao and F. Zhang, 2012: 2D Numerical simulation of model test on slope failure due to rainfall based on a rational constitutive model for unsaturated soil, Proc. of 5th China-Japan Geotechnical Symposium, 26-35.

147.     Y. L. Xiong, F. Zhang, T. Nishimura and Y. Kurimoto 2012: THM simulation for real-scale field test, New-Frontiers in Engineering Geology and the Environment, Proceedings of the international Symposium on Coastal Engineering, ISCEG-Shanghai, 153-156.

148.     Y. K. FU, M. Iwata, W. Q. Ding, F. Zhang and A. Yashima, 2012: An elastoplastic model for soft sedimentary rock considering inherent anisotropy and confining-stress dependency, Soils and Foundations, Vol.52, No.4, 575-589.

149.     X. H. Bao, Y. Morikawa, Y. Kondo, K. Nakamura  and F. Zhang, 2012: Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation, Soils and Foundations, Vol.52, No.6, 1043-1061.

150.     X. H. Bao, Y. Morikawa, K. Maeda, T. Imase and F. Zhang, 2012: Liquefaction analysis considering re-liquefaction due to aftershock in the 2011 Great East Japan Earthquake, Proc. of JS-Seoul 2012, International Joint Symposium on Urban Geotechnics for Sustainable Development, 144-147.

151.     S. Zhang, W. Leng, F. Zhang and Y. Xiong, 2012: A simple thermo-elastoplastic model for geomaterials. International Journal of Plasticity, Vol.34, 93-113.

152.     H. H. Zhu, B. Ye, Y. C. Cai and F. Zhang. 2012: An elasto-viscoplastic model for soft rock around tunnels considering overconsolidation and structure effects, Computers and Geotechnics, Vol.50, 6-16.

153.     今瀬達也・前田健一・三宅達夫・澤田 豊・鶴ヶ崎和博・角田絋子・張鋒2012: 地震および越流による地盤損傷を考慮した津波力を受ける混成堤の支持力破壊検討, 土木学会論文集B2(海岸工学), Vol. 68No. 2I_866-I_870.

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総説・解説

1.        トンネル施工時の土圧測定と斜面崩壊事例, 橋本 正、張 鋒、田村 武, 平成148, 土と基礎, Vol.50 No.8, 21-23

2.        抗土圧構造物の設計理論と実際--擁壁の変形と土圧・破壊メカニズムに関する一考察--, 八嶋 厚、塚本 良道、張 鋒, 平成148, 土と基礎, Vol.50 No.8, 24-26

3.        地山強度の劣化・低位化によるトンネル長期不安定性と対策工の有効性評価システム, 平成163, 科学研究費補助金(基盤研究(C),14550493 )研究成果報告書, 「地山強度の劣化・低位化によるトンネル長期不安定性と対策工の有効性評価システム」(研究代表者:張 鋒)