國生剛治関連学会査読論文などのリスト
Kokusho T. (2024) Spring-Supported Newmark Model Calculating Earthquake-Induced Slope Displacement, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, ISSN 1090-0241,
國生剛治(2023)：バネ支持Newmark法による地震時斜面滑り計算，土木学会論文集2023 年 79 巻 8 号 論文ID: 23-00083, https://doi.org/10.2208/jscejj.23-00083,
バネ支持Newmark法掲載論文79_23-00083
Kokusho T. (2023) Sailing mega-solar rafts for huge renewable energy in the low-latitude Pacific Ocean. Ann Mar Sci 7(1): 017-020. DOI: https://dx.doi.org/10.17352/ams.000033,
Kokusho T., Mori J., Mizuhara M., Huolang F. (2022): Energy-based Newmark method for earthquake-induced slope displacements Revisited, Soil Dynamics and Earthquake Engineering 162. Vol.162,
Kokusho, T. and Emoto, E. (2022): Realize 100% Renewable Energy by Sailing Mega-Solar Rafts in Low- Latitude Pacific Ocean, Engineering Science & Technology http://ojs.wiserpub.com/index.php/EST/
Kokusho, T. Hazarika, H., Ishizawa, T., Ishibashi, S., and Ogo, K. (2022): Liquefaction flow of gentle slopes containing non-plastic fines in case histories and lab tests, Forensic Engineering, ICE publishing,
國生剛治，森 二郎，水原道法，方 火浪 (2022)：エネルギーNewmark法による地震時斜面滑り発生と滑り変位量の簡易評価：ノート，地盤工学ジャーナルVol.15，地盤工学ジャーナル Vol.17，No.1，125-134
地盤工学ジャーナル（ノート）Vol.17，No.1，125-13 2022年
Kokusho, T. and Tanimoto, S. (2021): Energy capacity versus liquefaction strength investigated by cyclic triaxial tests on intact soils, Journal of Geotechnical and Geoenvironmental Engineering 147(4): ASCE.
Kokusho, T. (2020): Energy-based liquefaction evaluation for induced strain and surface settlement – evaluation steps and case studies –, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 143.
國生剛治 (2020)：エネルギーに基づく液状化評価法による発生ひずみ・沈下量の簡易計算と既往事例への適用，地盤工学ジャーナル Vol.15，No.4，683-695.
エネルギーに基づく液状化評価法による発生ひずみ・沈下量の簡易計算と既往事例への適用 2020年
石澤友浩・國生剛治・ハザリカ へマンタ(2020)：2016 年熊本地震の地震観測記録(KiK-net) における波動エネルギーの距離減衰，地盤工学ジャーナル（特集号）Vol.15，No.1，81-89.
2016年熊本地震の地震観測記録（KiK-net)における波動エネルギーの距離減衰 2020年
谷本俊輔・國生剛治(2020)：原位置試料の液状化エネルギー容量と液状化強度比の関係，地盤工学ジャーナル（特集号）Vol.15，No.1，25-38.
原位置試料の液状化エネルギー容量と液状化強度比の関係 2019年
國生剛治(2020)：エネルギーによる液状化予測法の実用化に向けて，地盤工学ジャーナル（特集号）Vol.15，No.1，1-13.
エネルギーによる液状化予測法の実用化に向けて 2020年
Kokusho, T. (2020): Earthquake-induced flow liquefaction in fines-containing sands under initial shear stress by lab tests and its implication in case histories, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 130, 105984.
Kokusho, T. (2019): Energy-based Newmark method for earthquake-induced slope displacements, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 121, 121-134.
國生剛治（2019）: エネルギーNewmark 法による地震時斜面滑り発生と滑り変位量の簡易評価，地盤工学ジャーナルVol.14，No.1，1-16.
エネルギーNewmark法による地震時斜面滑り発生と滑り変位量の簡易評価 2018年
Kokusho, T. and Kaneko, Y. (2018): Energy evaluation for liquefaction-induced strain of loose sands by harmonic and irregular loading tests, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 114, 362–377.
國生剛治・金子陽輔・岡田侑子(2018)：正弦波・不規則波繰返し載荷による砂の損失エネルギーと液状化挙動，地盤工学ジャーナル Vol.13，No.3，205-221.
正弦波・不規則波繰り返し載荷による砂の損失エネルギーと液状化挙動 2018年
Kokusho, T. (2017): Innovative earthquake soil dynamics, CRC Press, Taylor and Francis Group.
Kokusho, T. (2017): Liquefaction evaluation directly comparing upward wave energy with dissipated energy, Proc. 3rd International Conference on Performance-Based Design, Vancouver.
Kokusho, T. (2017): Liquefaction Potential Evaluations by Energy-Based Method and Stress-Based Method for Various Ground Motions: Supplement, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 95, 40–47.
國生剛治 (2016)：低緯度太平洋メガソーラー発電筏の概略成立性，太陽エネルギー Vol.42，No.6，61-67．
Feasibility of Mega Solar Raft in low-Latitude Pacificcean 低緯度太平洋メガソーラー発電筏の概略成立性 2016年
國生剛治 (2016)：エネルギーによる液状化判定法の適用性検討とFL 法との対比：補遺，地盤工学ジャーナル Vol.11，No.3，283-293.
エネルギーによる液状化判定法の適用性検討とFL法との対比：補遺 2016年
Kokusho, T. (2015): Liquefaction research by laboratory tests versus in situ behavior, 5th Ishihara Lecture, Proc. 6th International Conference on Earthquake Goetechnical Engineering, Christchurch, NZ.
Liquefaction Research by Laboratory Tests versus In Situ Behavior 2015年
新井 良太郎・國生 剛治・日下 拓哉 (2015)： 初期せん断応力が液状化破壊と発生ひずみに及ぼす 影響についての中空ねじりせん断試験，地盤工学ジャーナル Vol.10，No.2，213-223.
初期せん断応力が液状化破壊と発生ひずみに及ぼす影響についての中空ねじりせん断試験 2015年
Kokusho, T. and Mimori, Y. (2015): Liquefaction potential evaluations by energy-based method and stress-based method for various ground motions, Soil Dynamics & Earthquake Engineering, Elsevier, Vol. 75, 130–146.
國生剛治 (2014)：液状化地盤における免震メカニズムのエネルギー的検討，日本地震工学会論文集Vol.14，No.1，85-96．
液状化地盤における免震メカニズムのエネルギー的検討 2014年
國生剛治（2014）：地震地盤動力学の基礎－エネルギー的視点を含めて－，鹿島出版会．
三森祐貴・國生剛治（2014）：エネルギーによる液状化判定法とFL法との比較―種々の地震動・地盤条件での検討―，地盤工学ジャーナル，Vol.9，No.4，603-618．
エネルギーによる液状化判定法とFL法との比較―種々の地震動・地盤条件での検討― 2014年
國生剛治・山本祐美加・小栁智行・斎藤雄二郎・山田拓馬（2014）：模型実験による地震時斜面崩壊開始エネルギー閾値の評価と実崩壊事例との対比，地盤工学ジャーナル，Vol.9，No.4，721-737．
模型実験による地震時斜面崩壊開始エネルギー閾値の評価と実崩壊事例との対比 2014年
Kokusho, T., Koyanagi, T. and Yamada, T. (2014): Energy approach to seismically induced slope failure and its application to case histories –Supplement-, Engineering Geology, Elsevier, Vol. 181, 290–296.
國生剛治 (2014)：液状化地盤における免震メカニズムのエネルギー的検討，日本地震工学会論文集Vol.14，No.1，85-96．
國生剛治（2013）エネルギーによる液状化判定法の適用性検討とFL法との対比，地盤工学ジャーナル， Vol.8，No.3，463-475．
エネルギーによる液状化判定_掲載論文 2013年
Kokusho, T. (2013): Seismic base-isolation mechanism in liquefied sand in terms of energy, Soil Dynamic and Earthquake Engineering, Vol. 63, 92–97.
Dissipated energies and friction coefficients in granular flow by flume tests 2012年
國生剛治（2013）エネルギーによる液状化判定法の適用性検討とFL法との対比，地盤工学ジャーナル， Vol.8，No.3，463-475．
エネルギーによる液状化判定法の適用性検討とFL法の対比 2013年
Kokusho, T. (2013): Site amplification formula using average Vs in equivalent surface layer based on vertical array strong motion records, Proc. Intern. Conf. on Earthquake Geotechnical Engineering from Case History to Practice, Istanbul, Turkey, Springer GGEE 37, 141-160.
Kokusho, T. (2013): Liquefaction potential evaluation–energy-based method versus stress-based method-, Canadian Geotechnical Journal No. 50, 1-12.
Kokusho, T., Emoto, E. and Kato, T. (2013): Sailing solar cell raft project and weather and marine conditions in low-latitude Pacific Ocean, Journal of Energy Engineering, ASCE, 139(1), 2–7.
日下拓哉・國生剛治・新井良太郎(2013)：初期せん断応力を受ける細粒分含有砂の液状化特性- 繰返し・単調載荷ねじりせん断試験による検討 -初期せん断応力を受ける細粒分含有砂の液状化特性- 繰返し・単調載荷ねじりせん断試験による検討 -，土木学会論文集C（地圏工学），Vol.69，No.1，80-90．
日下印刷論文_pdf 2013年
Kokusho, T., Nagao, Y. Ito, F. and Fukuyama, T. (2012): Sand liquefaction observed during recent earthquake and basic laboratory study on aging effect, Proc. 2nd International Conf. on Performance-based Design in Earthquake Geotechnical Engineering, Taormina, Italy, GGEE 28, Springer, 75-92.
Kokusho, T. and Suzuki, T. (2012): Energy flow in shallow depth based on vertical array records during recent strong earthquakes (Supplement), Soil Dynamics & Earthquake Engineering, Vol. 42, 138-142.
國生剛治，鈴木 拓（2012）：強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー（補遺）、日本地震工学会論文集 第12 巻、第7号、62-68．
強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー（補遺）2012年
Kokusho, T., Nakashima, S., Kubo, A. and Ikeda, K. (2012): Soil investigation of fly ash deposit improved by heavy compaction method, Journal of Geotechnical & Geoenvironmental Engineering, ASCE, V0l.138, No.6, 738-746.
Kokusho, T., Ito, F., Nagao, Y. and Green, R. (2012): Influence of non/low-plastic fines and associated aging effects on liquefaction resistance, Journal of Geotechnical & Geoenvironmental Engineering, ASCE, V0l.138, No.6, 747-756.
Kokusho, T. and Hiraga, Y. (2012): Dissipated energies and friction coefficients in granular flow by flume tests, Soils and Foundations Vol.52, No.2, 362–373.
加藤達也，国生剛治（2012）：浸透力相似模型実験による飽和地盤中にある杭の引抜き支持力の変位速度依存性，土木学会論文集C（地圏工学），Vol. 68，No.1，117-126．
浸透力相似模型実験によく飽和地盤中にある杭の引き抜き支持力の変位速度依存性 2012年
國生剛治，江本永二，加藤達也（2012）：ソーラーセル帆走筏構想と太平洋低緯度帯の気象・海象条件，太陽エネルギー，日本太陽エネルギー学会，Vol.38，No.1，49-57．
ソーラセル帆走筏構想と太平洋低緯度帯の気象・海象条件 Sailing Solar-Cell Raft Project and Weather/Marine Conditions in Low-Latitude Pacific Ocean 2011年
Kokusho, T. and Suzuki, T. (2011): Energy flow in shallow depth based on vertical array records during recent strong earthquakes, Soil Dynamics & Earthquake Engineering, Vol. 31, 1540-1550.
長尾洋太，國生剛治，伊藤文樹（2011）：砂質土の液状化強度～コーン貫入抵抗関係への過圧密・小ひずみ履歴の影響，土木学会論文集Ｃ，Vol.67，No.3，349-357．
砂質土の液状化強度～コーン貫入抵抗関係への過圧密・小ひずみ履歴の影響 2011年
伊藤文樹，國生剛治，長尾洋太（2011）：非塑性細粒分を含む砂の液状化強度～コーン貫入抵抗関係への年代効果の影響，土木学会論文集Ｃ，Vol.67，No.1，26-35．
非塑性細粒分を含む砂の液状化強度～コーン貫入抵抗関係への年代効果の影響 2011年
國生剛治，鈴木 拓：強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー，日本地震工学会論文集 第11 巻 第1 号，14-31，2011．
強地震鉛直アレー記録に基づいた地盤中の波動エネルギーフロー 2011年
Kokusho, T., Ishizawa, T. and Koizumi, K, (2011): Energy approach to seismically induced slope failure and its application to case histories, Engineering Geology, Elsevier, Vol. 122, Isuues1-2, 115-128.
Kokusho, T., Ito, F. and Nagao, Y. (2011): Aging effect on liquefaction strength and cone resistance of fines-containing sand investigated in triaxial apparatus, Proc. 5th International Conference on Earthquake Geotechnical Engineering (Santiago), ISSMGE, 509-516.
國生剛治，石澤友浩 (2010)：地震時斜面崩壊における土塊流動距離のエネルギー的評価と実崩壊例への適用，日本地すべり学会誌47巻3号（5月），121-128．
地震時斜面崩壊における土塊流動距離のエネルギー的評価法と実崩壊例への適用 Enewgy-based evaluation on travel distance of seismiccally failed solpe debris and its application to case histories 2010年
國生剛治：海底地すべりへの地盤工学的アプローチ―地震時強度低下による流動破壊とそのエネルギー的評価―月刊地球，総特集「海底地盤変動学のススメ」、号外61，海洋出版株式会社、148-162，2010．
國生剛治：初級講座「地震による斜面災害」，地盤工学会誌 Vol.57，No.8，58-65，2009.
土と基礎講座「地震斜面災害」200906190037 2009年
Kokusho, T.: Performance of foundation ground in Kashiwazaki-Kariwa Nuclear Power Station during 2007 Chuetsu-Oki earthquake, Proceedings of the International Conference on Performance Based Design in Earthquake Geotechnical Engineering (IS-Tokyo 2009), Keynote Lecture, Balkema, CRC Press, 21-40, 2009.
Kokusho, T.: PBD in earthquake geotechnical engineering and energy-based design, Special Discussion Session –Future directions of performance-based design-, Performance-Based Design in Earthquake Geotechnical Engineering – from Case History to Practice, Proceedings of the International Conference on Performance Based Design in Earthquake Geotechnical Engineering (IS-Tokyo 2009), Balkema, CRC Press, 359-362, 2009.
Kokusho, T., Ishizawa, T. and Hara, T.: Slope failures during the 2004 Niigataken Chetsu earthquake in Japan, Earthquake Geotechnical Case Histories for Performance-Based Design, Balkema, CRC Press, 47-70, 2009.
Kokusho, T., Ishizawa, T. and Nishida, K.: Travel distance of failed slopes during 2004 Chuetsu earthquake and its evaluation in terms of energy, Soil Dynamics & Earthquake Engineering, Elsevier, 29, 1159-1169, 2009.
Kokusho, T. and Ishizawa, T.: Energy-based evaluation of earthquake-induced slope failure and its application, Geotechnical Special publication No.181, Geotechnical Earthquake Engineering and Soil Dynamics, GEO Institute, ASCE, (CD-publication), 2008.
國生剛治、佐藤克晴、長尾晋悟: KiK-net地震記録を用いた基盤から地表への震動増幅評価法、日本地震工学会論文集 第８巻、第２号、2008．
KiK-net 地震記録を用いた基盤から地表への震動増幅評価法 2008年
Kokusho, T. and Sato, K.: Surface-to-base amplification evaluated from KiK-net vertical array strong motion records, Soil Dynamics and Earthquake Engineering, 707-716, Vol. 28, 2008.
Kokusho, T. and Takahashi, T.: Earthquake-induced submarine landslides in view of void redistribution, Proceedings of the 2nd International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation (GEDMAR08), Springer, 177-188, 2008.
Kokusho, T.: Liquefaction strengths of poorly-graded and well-graded granular soils investigated by lab tests, 4th International Conference on Earthquake Geotechnical Engineering, Thessaloniki, 159-184, Springer, 2007.
Kokusho, T. and Ishizawa, T.: Energy approach to earthquake-induced slope failures and its implications, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133, No.7, 828-840, 2007.
Kokusho, T., Motoyama, R. and Motoyama, H.: Wave energy in surface layers for energy-based damage evaluation, Soil Dynamics & Earthquake Engineering Vol. 27, 354-366, 2007.
石澤友浩，國生剛治：エネルギー法による地震時斜面変形量評価法の開発，土木学会論文集C Vol.62，No.4，736-746, 2006.
エネルギー法による地震時斜面変形量評価法の開発 2006年
Kokusho, T., Motoyama, H. and Ishizawa, T.: Seismic wave energy in surface layers and energy-based damage evaluation, Proc. The 8th U.S. National Conference on Earthquake Engineering commemorating 100th SF earthquake, San Francisco, 18-22, 2006.
Kokusho, T. and Ishizawa, T.: Energy approach for earthquake induced slope failure evaluation, Soil Dynamics and Earthquake Engineering, Elsevier, Vol.26, 221-230, 2006.
Kokusho, T.： Recent developments in liquefaction research learned from earthquake damage, Journal of Disaster Research, Vol.1, No.2, 226-243.,2006.
Kokusho, T.: Extreme Events in Geohazards in Asia, Proc. International Conference on Geotechnical Engineering for Disaster Mitigation & Rehabilitation, Singapore, 1-20, 2005.
Kokusho, T., Aoyagi, T. and Wakunami, A.: In situ soil-specific nonlinear properties back-calculated from vertical array records during 1995 Kobe Earthquake, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.131, No.12, 1509-1521, 2005.
Kokusho, T., Hara, T. and Murahata, K.: Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens, Proc. Second Japan-U.S. Workshop on Geo- mechanics: Testing, Modeling and Simulation, Kyoto, ASCE Geo Institute Geotechncal Publication No.156, 356-373, 2005.
Kokusho, T. and Ishizawa, T.: Energy approach to slope failures and a case study during 2004 Niigata-ken Chuetsu Earthquake, Proc. Geotechnical Earthquake Engineering Satellite Conference, TC4 Committee, ISSMGE, Osaka, 255-262, 2005.
Kokusho, T.: Strain-dependent soil properties optimized from destructive earthquake records compared with laboratory data, Proc. International Conference on Geotechnical Aspects of Natural and Man-made disasters, ATC-3 Committee, ISSMGE, Astana, Kazahkstan, 17-24, 2005.
Kokusho, T., Motoyama, H. and Nagao, S.: Energy flow in soft soils during destructive earthquake based on vertical array records, Proc. International Symposium on Earthquake Commemorating Tenth Aniversary of the 1995 Kobe Earthquake, ISEE Kobe 2005, pp. B33-B44, 2005.
Kokusho, T., Hara, T., and Murahata, K. (2005), Liquefaction strength of fines-containing sands compared with cone-penetration resistance in triaxial specimens, Proc. 2nd Japan-US Workshop on Geomechanics, ASCE Geo-Institute Publication No.156, pp356-373．
Kokusho, T., Hara, T. and Hiraoka, R. (2004): Undrained shear strength of granular soils with different particle gradations, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.130, No.6, 621-629.
樺澤和宏、國生剛治：液状化地盤の水膜現象による流動の模型実験とエネルギー的検討、土木学会論文集No.771,III-68、135-145, 2004．
液状化地盤の水膜現象による流動の模型実験とエネルギー的検討 2004年
國生剛治、本山隆一、万谷昌吾、本山 寛：表層地盤における地震波のエネルギーフローと性能設計、日本地震工学会論文集、第4巻、第4号、1-20、2004.9.
表層地盤における地震波のエネルギーフローと性能設計 2004年
Kokusho, T., Ishizawa, T. and Harada, T. Energy approach for earthquake induced slope failure evaluation, Proc. 11th International Conference on Soil Dynamics & Earthquake Engineering and 3rd International Conference on Earthquake Geotechnical Engineering, Berkeley, California, Vol.2, 260-267, 2004.
國生剛治、石澤友浩、原田朋史：地震時斜面崩壊のエネルギー的評価方法、土木学会地震工学論文集Vol.27、論文NO.346、2003.12.
地震時斜面崩壊のエネルギー的評価方法 2003年
岩本一平、國生剛治、中野孝威：単調および繰り返しせん断試験による砂礫の体積変化特性、土木学会論文集 No.736／III-63，205-215、2003.6.
単調および繰り返しせん断試験による砂礫の体積変化特性 2003年
Kokusho, T. Current state of research on flow failure considering void redistribution in liquefied deposits, Soil Dynamics and Earthquake Engineering, Elsevier, Vol.23 , 585-603, 2003.
Kokusho, T, and K. Kabasawa, K. “Energy approach to flow failure and its application to flow due to water film in liquefied deposits,” Proc. of International Conference on Fast Slope Movements, Prediction and Prevention for Risk Mitigation, Naples, 297-302, May 2003.
Kokusho, T., Kuno, G., Iwasawa, M., Yoshio, H. and Ohkawa, T. Seismic stability of flowable fill during destructive earthquakes, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Vol.2, 2277-2282, Boston, 2003.
Kokusho, T., Yoshikawa, T., Suzuki, K. and Kishimoto, T., Post-liquefaction shear mechanism in layered sand by torsional shear tests, 12th Pan-American Conference on Soil Mechanics and Geotechnical Engineering, Vol.1, 1045-1050, Boston, 2003.
Kokusho, T. and Fujita, K.: Site investigation for involvement of water films in lateral flow in liquefied ground, Journal of Geotechnical and Geoenvironmental Engineering, American Society for Civil Engineers, Vol. 128, No. 11, 917-925, Nov. 2002.
Kokusho, T. and Mantani, S.: Seismic amplification evaluation in a very deep down-hole, Proc. 12th European Conference on Earthquake Engineering, Paper Reference 797, 2002.
Kokusho, T. and Motoyama, R.: Energy dissipation in surface layer due to vertically propagating SH wave, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.128, No.4, 309-318, 2002.
國生剛治、久野悟郎、岩沢 大、吉尾泰輝：流動化処理土の地震時力学特性についての基礎的実験、土木学会論文集 No.701／III-58、219-229、2002.3.
流動化処理土の地震時力学特性についての基礎的実験 2002年
Kokusho, T. and Kojima, T.: Mechanism for postliquefaction water film generation in layered sand, Journal of Geotechnical and Geoenvironmental Engineering, American Society for Civil Engineers, Vol.128, No.2, 129-137, Feb. 2002.
藤倉裕介、國生剛治：砂礫の浸透破壊と透水係数に及ぼす粒度の影響、土木学会論文集No.687/III-56、27-36、2001.9．
砂礫の浸透破裂と透水係数に及ぼす粒度の影響 2001年
Kokusho, T.: Failure mechanisms in liquefaction studied in recent earthquakes, Proc. Satellite Conference, International Conference on SMGE, Istanbul, pp.287-297, August 2001.
Kokusho, T.: Lateral flow mechanism involving water film in liquefied ground, Proc. U.S.-Japan Joint Workshop and Third Grantees meeting, University of Washington, Seattle, pp.109-116, August, 2001.
國生剛治、青柳寮大、涌波晶弘：兵庫県南部地震のSGKサイトにおける鉛直アレー記録に基づいた地盤物性の逆解析、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.441-444、2001.8.
高橋佳宏、國生剛治：地盤の1次元地震応答解析に与える地盤物性のバラツキの影響、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.449-452、2001.8.
國生剛治、万谷昌吾：東灘ボーリングデータを用いた1次元解析による大深度地盤の地震動増幅特性、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.165-168、2001.8.
原 忠、國生剛治、平岡良介：細粒分を含む砂礫材料の液状化特性と損失エネルギー、第26回地震工学研究発表会講演論文集、土木学会、札幌、pp.633-636、2001.8.
Kokusho, T. and Aoyagi, T.: In situ nonlinear soil properties back-calculated from vertical array records of 1995 Kobe earthquake, Proc. In situ, Bali, pp.473-480, May 2001.
Kokusho, T. and Fujita, K.: Water films involved in post-liquefaction flow failure in Niigata City during the 1964 Niigata earthquake, Proc. Recent Advances in Geotechnical Earthquake Eng. and Soil Dynamics, San Diego, CD publication, March 2001.
Kokusho,T.: Correlation of pore-pressure B-value with P-wave velocity and Poisson’s ratio for imperfectly saturated sand or gravel”, Soils and Foundations, Vol.40, No.4, pp.95-102, 2000.
Kokusho,T.: Mechanism for water film generation and lateral flow in liquefied sand layer, Soils and Foundations, Vol.40, No.5, pp.99-111, 2000.
Kokusho,T: Remedial geotechnology based on failure evaluation in difficult soils, Keynote Lecture, Proc. of INDO-GEO2000; Proc. Seminar of the Indonesian Geotechnical Engineers Society, Jakarta, Nov. 2000.
Kokusho,T. and Kojima,T.: Water film mechanism in seismically induced land and submarine slide, Proc. GEOENG2000, Melbourne, CD-Version, November 2000.
Kokusho,T.: Emergence of water film in liquefied sand and its role in lateral flow, Proc. 12th World Conference on Earthquake Engineering (Auckland-New Zealand) , CD 0946, Jan. 2000.
國生剛治、本山隆一： 地震波の上昇波と下降波の分離による表層地盤でのエネルギー収支、土木学会論文集No.652/III-51, 257-267、2000.6.
國生剛治：砂層の成層構造による液状化時の水膜生成と地盤安定性への影響、応用地質、第41巻、第2号、77-86、2000.
原 忠、國生剛治：砂礫の液状化強度および液状化後の非排水せん断強度に及ぼす粒度分布の影響、土木学会論文集 No.645／Ⅲ－50、pp.245-253、2000.3.
Kokusho,T.: Formation of water film in liquefied sand and its effect on lateral spread, Journal of Geotechnical and Geoenvironmental Engineering Division, American Society of Civil Engineers, Vol.125, No.10, pp.817-826, October 1999.
Kokusho,T.: Water film effect on lateral spreading in liquefied sand, Proc. Eleventh Asian Regional Conference on SMFE (Seoul), pp547-550, August 1999.
國生剛治：砂質・礫質土の飽和度の違いによるP波速度とB地の関係、第25回地震工学研究発表会講演論文集、土木学会、東京、249-252、1999.7.
原 忠、國生剛治：粒度分布を変化させた砂礫材料の力学特性、第25回地震工学研究発表会講演論文集、土木学会、東京、257-260、1999.7.
國生剛治、本山隆一：鉛直アレー記録からみた表層地盤における地震エネルギーの収支、第25回地震工学研究発表会講演論文集、土木学会、東京、269-272、1999.7.
國生剛治、澤野珠輝、故島哲朗、野中のぞみ：液状化砂層の水膜現象と側方流動メカニズム、液状化メカニズム・予測法と設計法に関するシンポジウム発表論文集、pp.561-568、1999.
國生剛治：水膜現象が液状化砂層の側方流動へ与える影響、土と基礎、Vol.47、No.4、pp.103-106、1999.
Kokusho, T.: Effect of nonlinear soil properties on seismic amplification in surface layers, 2nd International Conference on Earthquake Geotechnical Engineering (Lisbon), pp.913-918, 1999.
國生剛治、本山隆一：鉛直アレー記録からみた表層地盤における地震エネルギーの収支、第25回地震工学会研究発表会講演論文集、土木学会、pp. 269-272、1999.
國生剛治：強震時の地盤の非線形応答特性とそのエネルギー的解釈の試み、第44回地盤工学シンポジウム発表論文集-地盤工学の現状と今後の展望-、地盤工学会、pp. 355-364、1999.
Kokusho, T. and Yoshida, Y.: SPT N-value and S-wave velocity of gravelly soils with different particle gradings, Proc. of the 1st Int. Conf. on site characterization, ISC’98/Atlanta/, 1998
Kokusho,T., Watanabe,K. and Sawano,T.: Effect of water film on lateral flow failure of liquefied sand, Proc. 11th European Conf. on Earthquake Eng. (Paris), CD publication, ECEE/T2/kokeow.pdf., 1998.
Kokusho,T. and Matsumoto, M. : Nonlinearity in site amplification and soil properties during the 1995 Hyogoken-Nambu Earthquake, Special Issue of Soils and Foundations pp.1-9, 1998.
Kokusho,T., Fujikura,Y., Arai,T., et al.: Instability of Masa soil due to upward seepage flow, Proc. of the International Symposium on Problematic Soils, Japanese Geotechnical Society, pp.505-509, 1998.
國生剛治、故島哲朗ほか：液状化地盤の流動メカニズムに与える水膜現象（WFE） の影響に関する模型実験、地震時の地盤、土構造物の流動性と永久変形に関するシンポジウム発表論文集、地盤工学会 pp.313-316、1998.
國生剛治、澤野珠輝ほか：砂地盤の側方流動に関わる水膜の生成に関する研究、地震時の地盤、土構造物の流動性と永久変形に関するシンポジウム発表論文集 、pp.317-320、1998.
國生剛治・松本正毅・青柳寮大ほか：兵庫県南部地震の鉛直アレー記録によるサイトの非線形増幅特性、第10回日本地震工学シンポジウム発表論文集PP.999-1004、1998.
原 忠、國生剛治： 三軸試験機による礫質土の液状化強度特性、第10回日本地震工学シンポジウム発表論文集、pp.1313-1318、1998.
國生剛治、澤野珠揮、故島哲朗、中野孝威、野中のぞみ：液状化砂層の側方流動に及ぼす水膜の影響とその生成条件、第10回日本地震工学シンポジウム発表論文集、pp.1463-1468、1998.
國生剛治、故島哲朗：液状化地盤の流動メカニズムに与える水膜現象(WFE)の影響に関する模型実験、地盤工学会、地震時の地盤・土構造物の流動性と永久変位に関するシンポジウム発表論文集、pp.313-316、1998.
Kokusho,T. and Yoshida,Y.: SPT N-value and S-wave velocity for gravelly soils with different grain size distribution, Soils & Foundations Vol.37, No.4, pp105-113, 1997.
Kokusho,T.: Formulation of SPT N-value for gravelly soils with different particle gradings, Proc. International Conference on SMGE, ISSMGE, (Hamburg), 1997.
Kokusho,T. and Matsumoto,M.: Nonlinear site response during the Hyogoken-Nambu earthquake recorded by vertical arrays in view of seismic zonation methodology, Seismic Behaviour of Ground and Geotechnical Structures, Proc. of Special Technical Session on Earthquake Geotechnical Engineering during 14th International Conference on Soil Mechanics and Foundation Engineering, pp.61-69, 1997.
國生剛治, 松本正毅, 佐藤清隆: 非線形地盤応答から同定された土の動的物性のひずみ依存性, 第２回阪神淡路大震災に関する学術講演会論文集, 土木学会, pp91-98, 1997.
國生剛治、渡辺一洋: 液状化地盤の側方流動に及ぼす水膜現象(WFE)の影響、土木学会、第２４回地震工学研究発表会講演論文集、pp.545-548、1997.
Sato, K., Kokusho, T., Matsumoto, M. and Yamada, E.: Nonlinear seismic response and soil property during strong motion, Special Issue on Geotechnical Aspects of the January 17, 1995 Hyogoken Nambu Earthquake, Soils and Foundations, 41-52, 1996.
Kokusho,T., Matsumoto,M. and Sato,K.: Nonlinear seismic properties back-calculated from strong motions during Hyogoken-Nambu EQ , Proc. World Conference on earthquake Engineering (Acapulco), 1996.
Kokusho,T. and Matsumoto,M.: Nonlinear site response of vertical array records during the Hyogoken Nambu EQ in view of seismic zonation methodology, Proc. International Workshop on Zonation and Geotechnical Natural Hazards,（Dalian, China）, 1996.
Kokusho,T., Tanaka,Y., Kawai, T., Kudo, K., Suzuki, K., Tohda, S. and Abe, S.: Case study of rock debris avalanche gravel liquefied during 1993 Hokkaido-Nansei-Oki Earthquake, Soils and Foundations, Vol.35, No.3, pp83-95, 1995.
Kokusho,T., Tanaka,Y., Kudo, K. and Kawai, T.: Liquefaction case study of volcanic gravel layer during 1993 Hokkaido-Nansei-Oki Earthquake, Proc. 3rd Intern. Conf. on Recent Advances on Soil Dynamics and Geotechnical Earthquake Engineering (St. Louis), pp235-242, 1995.
Kokusho,T., Kajima,R., et al.: Advanced siting of off-shore NPP on man-made island, JSME/ASME, Proc. Intern. Conf. Nuclear Eng. (Kyoto), JSME, pp2103-2108, 1995.
Kokusho,T., Sato.K. and Matsumoto,M.: Nonlinear seismic amplification of soil ground during Hyogo-ken Nambu E.Q., Proc. 5th Intern. Conf. on Seismic Zonation, (Nice), 1995.
Kokusho,T., Yoshida,Y. and Tanaka,Y.: Shear wave velocity in gravelly soils with different particle gradings, Sessions by Geotechnical Eng.Div. ASCE (San Diego), 1995.
Kokusho,T., Yoshida,Y. and Tanaka,Y.: Formulation of shear wave velocity in gravelly soils, Proc. 1st Intern. Conf. on Earthquake Geotech. Eng. (Tokyo), 1995.
Kokusho,T. and Tanaka,Y.: Dynamic properties of gravel layers investigated by in-situ freezing sampling, Proc. Geotechnical Eng. Div. Sessions, ASCE Convention (Atlanta), pp121-140, 1994.
Kokusho,T. Geotechnical investigation in the Hualien Large Scale Seismic Test Project, Transactions 12th Intern. Conf. on Structural Mechanics in Reactor Technology (Stuttgart), August 1993.
Kokusho,T. State of the art on research and development of advanced siting technology in Japan, Proc. Intern. Conf. on Design and Safety of Advanced Nuclear Power Plants (Tokyo), October 1992.
Kokusho,T, Tohma,J. Yajima,H., Tanaka,Y., Kanatani,M. and Yasuda, N. : Seismic response of soil layer and its dynamic properties, Proc. 10th World Conf. On Earthquake Eng. (Madrid), pp.6671-6679, August 1992.
Kokusho,T.: In-situ dynamic property evaluation of gravelly soil, Proc. 5th Intern. Conf. on Soil Dynamics and Earthquake Engineering (Kahlsruhe), 1991.
Kokusho,T.: In-situ dynamic soil properties and their evaluations, Proc. 8th Asian Regional Conf. on SMFE (Theme Lecture in Kyoto), Vol.2, pp.215-235, 1987.
Kokusho,T. Yoshida, Y. and Nagasaki, K: Liquefaction strength evaluation of dense sand layer, Proc. 11th Intern. Conf. on SMFE (San Francisco), Vol. 4, 1897-1900, 1985.
Kokusho,T., Esashi,Y. and Yoshida,Y.: Dynamic properties of soft clay for wide strain range, Soils and Foundations Vol.22, No.4, 1982, 1-18.
Kokusho, T. and Esashi, Y.:Cyclic triaxial tests on sands and coarse materials, Proc. 10th International Conference on SMFE, (Stockholm) Vol. I, 673-676, 1981.
Kokusho,T.: Cyclic triaxial test of dynamic soil properties for wide strain range, Soils and Foundations Vol.20, No.2, 45-60, 1980.
Kokusho, T., Iwatate, T. and Ooaku, S. (1979): Scaled model tests and numerical analyses on nonlinear dynamic response of soft grounds, Proc. Japan Earthquake Engineering Symposium, JAEE, Paper No.96, 761-768.
SCALED MODEL TESTS AND NUMERICAL ANALYSES ON NONLINEAR DYNAMIC RESPONSE OF SOFT GROUNDS
