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Ishikawa, T., Ito, K., and Miura, S. : Effect of freeze-thaw action on strength characteristics of unsaturated coarse-grained soil, Proceedings of 5th International Conference on Unsaturated Soils(UNSAT10), Barcelona, pp.549-554, 2010.9.
S. Kawamura, S. Miura and T. Ishikawa ：Failure mechanism of unsaturated volcanic slopes due to rainfall and freeze-thaw actions, Experimental and Applied Modeling of Unsaturated Soils (GeoShanghai2010), Geotechnical Special Publication, ASCE, No.202, pp.152-158 ,2010
S. Kawamura, S. Miura and S. Yokohama ：Mechanical behavior of anisotropic sand ground beneath structures subjected to cyclic loading such as wave loading,Soils and Foundations,Vol.50，No.5 pp.645-657 2010
Koichi Tomisawa, Seiichi Miura：Evaluation of Seismic Resistance of Pile Foundation in Composite Ground, 7th International Conference on Physical Modeling in Geotechnics ICPMG2010, pp.1371-1376, 2010
Ishikawa, T., Ito, K., and Miura, S. : Effect of freeze-thaw action on strength characteristics of unsaturated coarse-grained soil,Proceedings of 5th International Conference on Unsaturated Soils (UNSAT10), Barcelona, pp.549-554, 2010.9.
Capriles, C.A., Ishikawa, T. and Miura, S. : Application of 3D-DEM with Seepage Analysis to Numerical Simulation of rainfall-Induced Slope Failure, Proceedings of International Symposium on Geomechanics and Geotechnics From Micro to Macro (IS-Shanghai2010), Shanghai, pp.689-693, 2010.10.
Koichi Tomisawa, Seiichi Miura：Experimental and Numerical Verification of Seismic Performance of Pile in Composite Ground, 5th International Conference on Earthquake Geotechnical Engineering, C Foundation D-ROM, 2010.
Koichi Tomisawa, Seiichi Miura：Evaluation of Seismic Resistance of Pile Foundation in Composite Ground, Earthquake Geotechnical Engineering Satellite Conference XVIIth International Conference on Soil Mechanics & Geotechnical Engineering, CD-ROM, 2009.
S. Kawamura and S. Miura ：「Wave-induced failure of soft cliff and its evaluation」Advances in Analysis,
Modeling &Design (GeoFlorida2010), Geotechnical Special Publication,
ASCE,
No.199，pp.3120-3129，CD-ROM (2010)
S. Kawamura, S. Miura, T. Ishikawa and H. Ino : 「Failure mechanism of volcanic slope due to rainfall and freeze-thaw action」Proc.，International Symposium on Prediction and Simulation Methods for Geohazard Mitigation，IS-Kyoto, pp.25 -31(2009)
S.Takimoto, S. Kawamura and S. Miura: 「Mechanical behavior of anisotropic ground bearing coastal structure and its evaluation」Proc.，International Symposium on Prediction and Simulation Methods for Geohazard Mitigation，IS-Kyoto, pp.17 -23 (2009)
Kouichi Tomisawa, Seiichi Miura： Evaluation method of seismic performance for piles constructed in composite ground pp.261-266, 2008.
Kouichi Tomisawa, Satoshi Nishimoto, and Seiichi Miura：Earthquake resistance of pile foundation in composite ground through dynamic nonlinear numerical analysis, 14th World Conference on Earthquake Engineering, CD-ROM, 2008.
Kouichi Tomisawa, Satoshi Nishimoto, and Seiichi Miura：Evaluation of mechanical behavior and examination of seismic performance of pile foundation in composite ground, Vol.55A, CD-ROM, 2008．
S. Kawamura, M. Kuribayashi and S. Miura:Wave erosion mechanism of coastal soft cliff and its evaluation, Annual Journal of Coastal Engineering,JSCE ,Vol.55，pp.536-540 (2008)
Tatsuya Ishikawa, Yuta Ozaki and Seiichi Miura:Influence of freeze-thaw action on mechanical behavior of crushable volcanic coarse-grained soils, Journal of Geotechnical Engineering C,Vol.64，No.3，pp.712-717，2008.9.
Tatsuya Ishikawa, Takehiko Kamei, Etsuo Sekine and Yuzo Ohnishi:Influence of freeze-thaw action on mechanical behavior of crushable volcanic coarse-grained soils, cumulative damage model JSCEPE, Vol.13, pp.125-132，2008.12.
S. Kawamura, S. Miura and M. Kuribayashi : Mechanical behavior of coastal soft cliff subjected to wave erosion, Fourth International conference on Scour and Erosion (ICSE), pp.412-416(2008) （CD-ROM）
Ishikawa, T., Hosoda, M., Miura, S. and Sekine, E. : Influence of water content on mechanical behavior of gravel under moving wheel loads, Proceedings of the 1st International Conference on Transportation Geotechnics, Nottingham, pp.185-191, 2008.8.
Ishikawa, T., Miura, S., Ito, K. and Ozaki, Y. : Influence of freeze-thaw action on mechanical behavior of saturated crushable volcanic soil, Proceedings of IS Atalanta08, Atalanta, Vol. 2, pp.557-564, 2008.9.
Ishikawa, T. and Miura, S. : Numerical modeling for mechanical behavior of granular materials subjected to freeze-thaw action with DEM, Proceedings of the 12th International Conference on Computer Methods and Advances in Geomechanics, Goa, pp.1219-1226, 2008.10.
Ishikawa, T., Sekine, E. and Ohnishi, Y. : Application of DDA to mechanical behavior of granular base-subgrade system, Proceedings of International Mini-Symposium for Numereical Discontinuous Analysis, Kona, pp.41-52, 2008.11.
S. Kawamura, S. Miura and S. Yokohama: Effect of
fabric anisotropy on deformation behavior of ground bearing structure subjected
to cyclic loading, Journal of Geotechnical Engineering, JSCE, Vol.63,
No.1, pp.81-92, 2007.1
K. Tomisawa and S. Miura: Bearing capacity and deformation behavior of piles in volcanic ash ground, Journal of Geothchnical Engineering, JSCE Vol.63, No.1, pp/125-139, 2007.2
T. Nakata and S. Miura: Change in void structure due to particle breakage of volcanic coarse grained soil and its evaluation, Journal of Geotechnical Engineering, JSCE, Vol.63, No.1, pp.224-236, 2007.3
S. Kawamura and S. Miura: Effect of fabric anisotropy of foundations on cyclic strength and its evaluation, Journal of Geotechnical Engineering, JSCE, Vol.63, No.3, pp.797-805, 2007
K. Tomisawa, S. Miuira, T. Watanabe and L. LI: Earthquake resistance of pile foundations in composite ground through nonlinear numerical analysis,,pp. 354-362, 2007.8
K. Tomisawa ans S. Miura: Mechanical Behavior of Pile Foundation Constructed in Composite Ground and its Evaluation, Soils and Foundations,Vol.47, No.5, pp. 961-972, 2007. 10
T. Ishikawa, E. Sekine, M. Miwa and Y. Onishi: Effect evaluation of particle modeling on mechanical bevavior of railroad ballast in discontinuous analysis, Jurnal of Applied Mechanics JSCE, Vol.10, pp. 513-522, 2007.8
K. Tomisawa, S. Miura, T. Matsumoto, P. Kitiyodom, E. Kojima, H. Kumagai: Evaluation of subgrade reaction of steel-pipe piles using a dynamic horizontal loading test system, Jurnal of Applied Mechanics JSCE, Vol.10, pp. 1055-1062, 2007.8
E. Sekine, T. Ishikawa and S. Miura: Plastic deformation analysis of coarse granular material under cyclic moving wheel loads by cumulative damage model JSCEPE, Vol.12, pp47-55, 2007.12
T. Ishikawa and E. Sekine: Effects of scale factor on dynamic behavior of railroad ballast in shaking table tests JSCE, Vol.63 No.4, 506-516, 2007.12
T. Ishikawa, E. Sekine and G. Izumi: Seismic performance assessment of railway ballasted track structures with shaking table tests JSCE, Vol.63 No.4, 517-529, 2007.12
T. Ishikawa, Y. Ozaki and S. Miura: Influence of degree of saturation on strength characteristics of crushable volcanic coarse-grained soils, Proceedings of the 3rd Asian Conference on Unsaturated Soils, pp.223-229, Nanjing, China, 2007.4
K. Tomisawa and S. Miura: A design approach for composite ground pile and its verification, Advances in Deep Foundations-Kikuchi, Otani, Kimura & Morikawa (eds) 2007 Taylor & Francis Group, London, ISBN 978-0-415-43629-8
Ishikawa, T., Sekine, E. and Miura, S. : Effect of moving wheel load on cyclic deformation of granular material, Proceedings of the 4th JAPAN/CHINA Workshop on Pavement Technologies, Sapporo, pp.41-50, 2007.7.
Ishikawa, T., Kawamura, S., Miura, S. and Ohnishi, Y. : Fundamental study for slope failure of volcanic soil ground by DDA, Proceedings of ICADD-8, pp.61-66, Beijing, 2007.8 .
Ishikawa, T., and Sekine, E. : Effect evaluation of moving load on cyclic deformation of crushed stone, Proceedings of the 13th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Kolkata, Part 1, pp.435-438, 2007.12 .
K. Tomisawa, S. Nishimoto and S. Miura: A study on dynamic horizontal subgrade reaction by conttrifage model tests using single pile models, Physical Modelling in Geotechnics, pp.1055-1060, Hong Kong, 2006.
K. Tomisawa, S. Nishimoto, H. Fukushima, E. Fukushima and T. Matsumoto: Static alternating cyclic horizontal load tests on driven steel pipe piles on foundation for highway bridges, 10th International Conference on Piling and Deep foundations, pp.782-789, Amsterdam, 2006.
T. Ishikawa, S. Miura, S. Yokohama and R. G. Mijares: Strength characteristics of crushable volcanic soils at various degrees of saturation, Proceedings of Geomechanics and Geotechnics of Particulate Media( IS-Yamaguchi06), pp.121-126, 2006.
T. Sahaphol, Y.
Toyosawa, S. B. Tamrakar, S. Miura and K. Ito: Investigation of slope failure
during trench excavation in peat. The 59th Canadian Geotechnical Conference: Sea
to Sky Geotechnique, CD-ROM, 2006.
S. Timpong, S. Miura
and K. Yagi: Deformation-strength evaluation of volcanic soil grounds damaged by
the 2003 Tokachi-Oki Earthquake, The 13th Danube European Conference on
Geotechnical Engineering, CD-ROM, 2006.
S.Yokohama and S.Miura: Analysis Technique of offshore structure-ground system with considering change of shear modulus of sand measured by laboratory testing， Proc., The 15th International Offshore and Polar Engineering, Vol.1, p78-85, Seoul, Korea ，2005．
S.Kawamura and S. Miura: Bearing capacity improvement of anisotropic ground beneath coastal structure, Proc., The 15th International Offshore and Polar Engineering， Vol.1，p78-85, , Seoul, Korea ，2005．
T.Ishikawa, S. Miura, E.Sekine, and S. Sugiyama: Evaluation of the effects of moving loads on cyclic plastic behavior of granular materials with multi-ring shear apparatus， Proc., 16th International Conference on Soil Mechanics and Foundation Engineering，95-100, Osaka, Japan ，2005．
T.Ishikawa, S. Miura, E.Sekine, and S. Sugiyama: Development and performance evaluation of multi-ring shear apparatus，Proc., International Geotechnical Symposium， 95-100, Roma, Italy ，2005．
Yagi, K., and S.
Miura：Evaluation of mechanical
characteristics for crushable volcanic soil ground, Jounal of Geotechnical
Engineering, JSCE, No.757/III-66，pp.221-234，2004．
Kawamura, S., S. Miura and S.
Yokohama：Contermesures for failure of anisotoropic ground bearing coastal
structure, Annual Jounal of Coastal Engineering, JSCE,
Vol.51，pp.811-815，2004．
Miura, S., S. Kawamura and T.
Sasaki：Mechanism of flow deformation of
anisotropic ground bearing coastal structure，Annual Jounal of Coastal
Engineering, JSCE,Vol.51，pp.816-820，2004．
Yokohama, S. and S.
Miura：Deformation analysis of coastal structure-ground system with shear modulus
reduction, Annual Jounal of Coastal Engineering,
JSCE,Vol.51，pp.831-835，2004．
Toyosawa,Y., J.Yang, S. Miura and N. Suemasa : Bearing capacity of reinforced ground using centrifuge tests, Jounal of Geotechnical Engineering, JSCE, No.757/Ⅲ-66, pp.247-257, 2004.
Sahaphol, T., and
S. Miura : Dynamic shear modulus of crushable particulate soils determined by
bender element tests, Proceedings of 15th Southeast Asian
Geotechnical Society Conference, pp.49-54, Bangkok, Thailand,
2004.
Ishikawa, T., Sekine,
E., Kohno, A. and Miura, S. : An Estimation Method of Residual Settlement in
Ballasted Track under Repeated Moving Loads,
Proceedings of CBS04, Bochum, pp.633-640, 2004.
S.Kawamura and S. Miura：Bearing capacity-lateral
deformation behavior of anisotropic ground beneath structure under various
loading conditions，Jounal of Geotechnical Engineering, JSCE,No.736/III-63，pp.115-128，2003.
S. Miura, K. Yagi and
T. Asonuma ： Deformation-Strength Evaluation of Crushable
Volcanic Soils by Laboratory and In-Situ Testing, Soils and Foundations ,
Vol.43, No.4, 2003.
S. Kawamura, S. Miura, H. Hayashi and T. Sasaki ：Flow
deformation of anisotropic ground bearing coastal structure and its
evaluation, Annual Jounal of Coastal
Engineering, JSCE,Vol.50，pp.866-870，2003.
S. Miura, S. Kawamura and H. Hayashi ： Sand flow failure
of anisotropic ground bearing caostal structure and its countermeasure,
Annual Jounal of Coastal Engineering,
JSCE,Vol.50，pp.871-875，2003.
S. Yokohama, S. Miura and H. Hayashi : Deformation
analysis of structure-ground system considered change of stiffness and internal
friction angle, Annual Jounal of
Coastal Engineering, Vol.50，pp.876-880，2003．
A. Namura, Y. Kohata and S.Miura：Study on the optimum size of railway sleeper for
ballasted track，Jounal of Applied Mechanics,
JSCE，Vol.6，pp.1169-1178，2003.
Ishikawa, T.,and E. Sekine : Dynamic behavior of railroad ballast in shaking table tests, Proc. of International Symposium on Deformation Characteristics of Geomaterials (IS-Lyon03), pp.841-848, 2003.
Yokohama, S. and
S. Miura： Deformation behavior of structure-sand
deposits subjected to cyclic loading and FE analysis, Proc. of International
Symposium on Deformation Characteristics of Geomaterials (IS-Lyon03),
pp.809-815, 2003.
Kawamura,
S., Seiichi Miura and S. Yokohama：Anisotropy in bearing capacity-lateral
deformation behavior of sand ground, Proc. of International Symposium on
Deformation Characteristics of Geomaterials (IS-Lyon03), pp.1303-1310,
2003.
Asonuma, T., S. Miura, K. Yagi and H.
Tanaka : Dynamic Deformation Characteristics of
Volcanic Soils and Their Evaluation Methods, Journal of Geotechnical
Engineering, JSCE, No.708/III-59, pp.161-173, 2002.
Kawamura, S., S. Miura and H. Hayashi and Y.
Katsuse : Prediction for Lateral Deformation of
Sand Ground Bearing Coastal Structure, Proceedings of Coastal
Engineering, JSCE, Vol.49, pp.856-860, 2002.
Masumura, K., S. Miura and N. Mishima
: Stability Evaluation of Highway
Embankment with Density Gradient and Its Quality Control Standard, Journal of
Construction Management and Engineering, JSCE, No.714/VI-56, pp.141-154,
2002.
Namura, A., Y. Kohata and S. Miura
: Deformation Properties of Railroad
Ballast Subjected to Cyclic Loading and its Evaluation, Journal of Applied
Mechanics, JSCE, Vol.5, pp.793-800, 2002.
Yokohama, S. and S. Miura: Analysis Method for Lateral Flow
Deformations of Sand Bearing Structure Subjected to Cyclic Load such as Wave
Force, Journal of Applied Mechanics, JSCE, Vol.5, pp.473-480,
2002.
Yokohama, S., S. Miura and S. Kawamura
: Deformation Behavior of Structure-Ground System Subjected to Static
and Cyclic Loadings and its Evaluation, Journal of Geotechnical
Engineering, JSCE, No.715/III-60, pp.263-275, 2002.
Yokohama, S., S. Miura and H. Hayashi: A Study on Lateral Flow Deformation of Sand Ground Subjected to Cyclic Load as Wave Force and its Analysis, Annual Jounal of Coastal Engineering , JSCE, Vol.49, pp.851-855, 2002.
Ishikawa, T. and E. Sekine:
Effects of Moving Wheel Load on Cyclic Deformation of
Railroad Ballast, Proc., Railway Engineering-2002, (CD-ROM),
2002
Ishikawa, T., Y. Ohnishi and E. Sekine: Shaking Table Tests of Coarse Granular Materials with Discontinuous Analysis, Proc., the 5th International Conference on Analysis of Discontinuous Deformation, 2002
Miura. S. and K. Yagi : Mechanical Behaviour and Particle Crushing of Volcanic Coarse-grained Soils in Japan, Proc., Conference on Characterization and Engineering Properties of Natural Soils, pp.1169-1204, Singapore, 2002
Miwa, M., T. Ishikawa, Y. Okumura and T. Oyama: Modeling the Optimal
MTT Operation Schedule and Its Application to Japanese Railway Network System,
Proc., Railway Engineering-2002, (CD-ROM), 2002 .
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