1992.04～1995.03 京都大学 交通土木学科 博士
1987.09～1989.11 同济大学 地下系 博士生
1984.09～1987.02 同济大学 力学系 硕士
1978.01～1982.02 南京理工大学 数学力学系 学士
平成7年3月23日（1995年3月23日）博士（工学）京都大学
论文题目：「CONSTITUTIVE MODELS FOR GEOLOGIC MATERIALS AND THEIR APPLICATION TO EXCAVATION PROBLEMS」
[1] 地盤工学会論文賞 (地盤工学会論文報告集、Soils and Foundations), 2003年3月18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」
[2] 地盤工学会論文賞 (地盤工学会論文報告集、Soils and Foundations), 2011年3月16日,「H. M. Shahin, T. Nakai, F. Zhang, M. Kikumoto & E. Nakahara, 2011. Behavior of Ground and Response of Existing Foundation Due to Tunneling, Vol. 51, No.3, 395-409」
[3] 土木学会論文賞 2007年4月24日,「斜杭を有する群杭基礎の地震時の力学特性（総合題目）」
[4] 日本材料学会支部功労賞 2014年度
邀请报告（截止2015）：
[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、March5, 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I、Aug. 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II、Aug. 30, 2010.
[15] 「岩盤の長期安定性の予測－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－」、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.
[20] 「Unified description of sand behavior and its application in describing re-liquefaction of sandy ground in 3.11 Great East Japan Earthquake」、大連理工大学、中国、September 17, 2012.
[21] 「Unified description of sand and its application to liquefaction in multi-earthquake vibration」、華南理工大学、中国、December 27, 2012.
[22] 「Unified description of Toyoura sand under different loading and drainage conditions」、The University of Newcastle、Australia、February 26, 2013.
[23] 「Constitutive model for unsaturated-saturated soil and its application in slope failure analysis based on fully coupled soil-water-air 3-phase field theory」、同済大学、中国、March 14, 2013.
[24] 「Try for a unified description of sand and its applications to boundary value problems」、台湾大学、April 24, 2015.
[25] 「Constitutive models and boundary value problems」、哈爾浜工科大学、中国、May 4, 2014.
[26] 「Geologic repository of nuclear waste: Element tests, field tests, constitutive model, field equation and numerical simulation」、清華大学、中国、November 4, 2014.
[27] Invited speaker, “Rational constitutive model for unsaturated-saturated soils and its application to slope failure problem with soil-water coupling FE-FD method”, F. ZHANG, International conference of 3rd AP-UNSAT2015, Unsaturated Soils: Research & Applications, Guilin, China, 23-26 Oct 2015.
主题报告（截止2015）：
[1] 「群杭基礎の耐震性能評価」、张锋、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」、张锋、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)、F. ZHANG, 2010中国水工岩土大会、上海、2010年8月25日.
[7] Keynote speaker, “Judgement of the state of sand based on confining pressure and void ratio”, F. ZHANG, International Symposium on Recent Advances and Challenges in Soil Dynamics and Special Soil Mechanics, Harbin, China, July 25-26, 2015.
[8] Keynote speaker, “Geologic repository of high-level nuclear waste”, F. ZHANG, International Symposium on Systematic Approaches to Environmental Sustainability in Transportation, Fairbanks, Alaska, USA, August 2-5, 2015.
[9] Special lecture, Judgement of the state of sand based on confining pressure and void ratio, F. ZHANG, 6th Japan-China Geotechnical Symposium, Sapporo, Japan, September 1, 2015.
[10] Keynote speaker, “Unified description of clean sand”, F. ZHANG, 3rd International Workshop on Long-Term Behaviour and Environmentally Friendly Rehabilitation Technologies of Dams, Hohai University, Nanjing, China, October 17-19, 2015.
[11] Special lecture, Unified description of clean sand and its application in seismic assessment of reinforced-soil retaining wall, F. ZHANG, 1st International Workshop on Seismic Design of Embankment, Tokyo, Japan, December 2, 2015.
[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. 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・张锋, 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. 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. 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・张锋, 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, DOI: https://doi.org/10.3208/sandf.38.2_27.
[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. 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. 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, DOI: https://doi.org/10.3208/sandf.40.5_113.
[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, DOI: https://doi.org/10.3208/sandf.40.5_1.
[24] F. Zhang, M. Kimura and R. Furuta, 2000, Dynamic behavior of group-pile foundation, Proc. 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. Int. Conf. on Geotechnical and Geological Engineering (GeoEng2000), Melbourne, Balkema, CD-ROM.
[26] T. Boonyatee、M. Kimura & F. Zhang, 2000, Three-dimensional finite element analysis of statnamic load test, Proc. the Int. Symp. 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. 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. 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. 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. 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. 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. 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・张锋, 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, DOI: https://doi.org/10.2208/jscej.2001.694_153.
[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. 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. 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, DOI: https://doi.org/10.3208/sandf.42.3_77.
[39] 森伸一郎・三浦房紀・张锋・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] 张锋・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, DOI: https://doi.org/10.2208/jscej.2002.715_227.
[41] 木村亮・牧野洋志・大川賢紀・亀井宏之・张锋, 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, DOI: https://doi.org/10.2208/jscej.2002.722_97.
[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. 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・张锋, 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, 第2巻, 第2号, 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. 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. 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. 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. 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. 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. 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. 1st International Workshop on New Frontiers in Computational Geotechnics, Yashima et al. (ed.), 43-52.
[52] 大川賢紀・亀井 宏之・张锋・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, 第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・张锋. 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, 第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, Proc. 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. DOI: https://doi.org//10.3208/sandf.43.5_119
[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, DOI: https://doi.org/10.3208/sandf.43.5_107.
[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. 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. 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・张锋, 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, DOI: https://doi.org/10.2208/jscej.2003.729_31.
[60] 大川賢紀・亀井 宏之・张锋・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, DOI: https://doi.org/10.2208/jscej.2004.771_33.
[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, JSCE, Series B, Vol.47, No.4, 735-743.
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[246] X. Xiong, T. Matsumoto, Z. M. Shi and F. Zhang, 2022: Flume tests and corresponding numerical simulation of hydraulic/mechanical behavior of Tangjiashan landslide dam subjected to seepage loading, Soils and Foundations, Vol.62, No.5, 101200, DOI: https://doi.org/10.1016/j.sandf.2022.101200.
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2023.04～至今同济大学 土木工程学院地下建筑与工程系 教授
2023.04～至今名古屋工业大学 名誉教授
2011.11～2014.03 名古屋工业大学 高度防灾研究所 所长
2006.04～2008.03 名古屋工业大学 都市社会工学科 学科长
2005.04～2023.03 名古屋工业大学 教授
1999.04～2005.03 岐阜大学 副教授
1998.04～1999.03 名古屋工业大学 助教
1995.04～1998.03 中央復建㈱ 系长
1987.02～1987.09 苏州大学 助教
1982.02～1984.09 苏州大学 助教
[1] New Frontier in Computational Geotechnics, Proc. 1st International Workshop on New Frontiers in Computational Geotechnics, Banff, Canada, 共著者：A. Yashima, F. Zhang and R. G. Wan, 2003年9月, 岐阜新闻社, ISBN4-87797-056-8 C3051.
[2] New Frontier in Computational Geotechnics, Proc. 2nd International Workshop on New Frontiers in Computational Geotechnics, Fortaleza, Brazil, 共著者：F. Zhang, M. M. Farias and A. Yashima, 2005年6月, 岐阜新闻社, ISBN4-87797-107-6C3051.
[3] New Frontier in Computational Geotechnics, Proc. 3rd International Workshop on New Frontiers in Computational Geotechnics, Xi’an, China, 共著者：F. Zhang, A. Yashima and H. H. Zhu, 2007年6月, 岐阜新闻社, ISBN 978-4-87797-121-2 C3051.
[4] New Frontier in Computational Geotechnics, Proc. 4th International Workshop on New Frontiers in Computational Geotechnics, Pittsburgh, USA, 共著者：F. Zhang, J. S. Lin and A. Yashima, 2009年8月, 岐阜新闻社, ISBN 978-4-87797-149-6 C3051.
[5] New Frontier in Computational Geotechnics, Proc. 5th International Workshop on New Frontiers in Computational Geotechnics, Brisbane, Australia, 共著者：H. MD. Shahin, D. M Pedroso, F. Zhang and A. Yashima, 2011年6月, 岐阜新闻社, ISBN978-4-87797-177-9 C3051.
[6] New Frontier in Computational Geotechnics, Proc. 6th International Workshop on New Frontiers in Computational Geotechnics, Takayama, Japan, 共著者：H. MD. Shahin, F. Zhang and A. Yashima,2013年8月, 岐阜新闻社, ISBN978-4-87797-190-8 C3051.
[7] 计算土力学, 单著, 张锋, 2007年10月, 人民交通出版社(中国), ISBN 978-7-114-06713-6.
地盤工学会（1992年～）、土木学会（1991年～）、地震学会（2002年～）、材料学会（2002年～）、国際地盤工学会（1995年～）
1999年 地盤工学会中部支部幹事長
1999年 地盤工学会中部支部第４部会委員長
1999年～2005年 日本道路公団中部支社管内のり面対策検討委員会委員
2002年～2006年 地盤工学会国際部委員
2003年～2005年 国際地盤工学会TC34国内委員会委員
2003年～2012年 地盤工学会中部支部評議員
2003年～2004年 （財）名古屋高速道路軟弱地盤構造検討委員会副委員長
2005年～2009年 地盤工学会中部支部副支部長
2009年～2011年 地盤工学会会誌部講座小委員会委員長
2009年～2016年 NEXCO中日本入札技術総合評価技術審査員
2010年～ 国土交通省中部地方整備局新技術活用評価会議議員
2012年 地盤工学会中部支部支部長
2013年 材料学会東海支部支部長
2014年～2017年 地盤工学会Soils and Foundations 編集委員会幹事委員
2015年～2018年 電中研「人工バリアと周辺岩盤の長期挙動評価手法の構築」評価検討委員会委員長
2016年～ 名古屋高速道路公社入札監視委員
2018年～2022年 材料学会理事
2020年～ 国際環境地盤工学会（International Society of Environmental Geotechnology）副会長
大分类：土力学、岩土工程、地震工程、工程地质
细分类：
l 饱和/非饱和土、软岩/改良土的本构关系
l 岩土力学数值分析
l 桩基础、基础・地基・上部建筑物一体化抗震评估
l 高放核废料的地层处置
l 深海底地质动力学
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