The Best Presentation Award of the 7th Asian Young Geotechnical Engineers Conference, ‘Comparison of Numerical Simulation and
Experimental Observation of Embankment Breaching Caused by Overflow’, September 14, 2012.
The Young Scientists's Prize of the Commendation for Science and Technology from the Japanese Ministry of Education, Culture, Sports,
Science and Technology for ‘Studies on Internal Erosion and Transport of Soil Particles due to Seepage Flow’, April 17, 2012.
Fujisawa, K., Murakami, A. and Nishimura, S.: The JGS Paper Award for ‘Numerical Analysis of the Erosion and the Transport of Fine
Particles within Soils Leading to the Piping Phenomenon’, Soils and Foundations, Vol.50, No.4, pp.471-482, June 10, 2011.
The Best Presentation Award of the 44th Annual Conference of the JGS, ‘Numerical study on development of piping due to transport of
fine particles within soils’, September 28, 2009.
Young Researchers Award of IS-KYOTO 2009, ‘Numerical analysis of erosion and migration of soil particles within soil mass’, May 27, 2009.
K. Fujisawa, A. Murakami and S. Nishimura: The Best Paper Award of the JSIDRE, 'Computational Method to Analyze Internal Erosion and Transport of Soil Particles, Transactions of the JSIDRE, No. 260, pp.85-93, 2009.', August 31, 2010.
K. Fujisawa, A. Murakami, S. Nishimura and T. Shuku: Relation between seepage force and velocity of sand particles during sand boiling, Geotechnical Engineering Journal of the SEAGS & AGSSEA. (Accepted for publication)
K. Fujisawa, S. Nishimura, A. Nakatani and A. Murakami: Velocity of sand particles transported by upward seepage flow during sand boil, Transactions of the JSIDRE, No. 281, pp.35-42, 2012. (in Japanese)
T. Shuku, S. Nishimura and K. Fujisawa: Fundamental study for identification of degraded area in geotechnical structures using data assimilation, Doboku Gakkai Ronbunshuu A2, Special issue, Vol. 68, No. 2, pp.I_103-I_114, 2012. (in Japanese)
H. Shimmura, M. Kataoka, A. Murakami, S. Ohno and K. Fujisawa: Identification of Elastoplastic constitutive model and its parameters using the particle filter, Doboku Gakkai Ronbunshuu A2, Special issue, Vol. 68, No. 2, pp.I_115-I_126, 2012. (in Japanese)
S. Nishimura, T. Shuku, Y. Nishimura, K. Fujisawa and A. Murakami: Prediction of residual settlement of soft grounds by using particle filter, Doboku Gakkai Ronbunshuu A2, Special issue, Vol. 68, No. 2, pp. I_115-I_126, 2012. (in Japanese)
K. Fujisawa, A. Murakami, S. Nishimura and T. Shuku: Numerical analysis of embankment failure due to overflow based on erosion rate of soils, Doboku Gakkai Ronbunshuu A2, Special issue, Vol. 68, No. 2, pp.I_317-I_326, 2012. (in Japanese)
A. Murakami, T. Shuku, S. Nishimura, K. Fujisawa and K. Nakamura: Data assimilation using the particle filter for identifying the elasto-plastic material properties of geomaterials, International Journal for Numerical and Analytical Methods in Geomechanics, DOI: 10.1002/nag.2125, 2012.
T. Shuku, A. Murakami, S. Nishimura, K. Fujisawa and K. Nakamura: Parameter identification for Cam-clay model in partial loading model tests using the particle filter, Soils and Foundations, Vol.52, No.2, pp.279-298, 2012.
T. Shuku, S. Nishimura, A. Murakami, Y. Nishimura and K. Fujisawa: Performance verification for geotechnical structures using reliability analysis based on data assimilation: Japanese Geotechnical Journal, Vol. 6, No. 3, pp.415-426, 2011. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Experimental investigation of erosion rates of sand-clay mixtures and embankment failure caused by overflow, Transactions of the JSIDRE, No. 273, pp.45-55, 2011. (in Japanese)
S. Nishimura, Y. Takayama, M. Suzuki, A. Murakami and K. Fujisawa: Prediction of spatial distribution for N-values in earth-fill embankments, Doboku Gakkai Ronbunshuu C, Vol. 67, No. 2, pp.252-263, 2011. (in Japanese)
A. Murakami, A. Wakai and K. Fujisawa: Numerical methods, Soils and Foundations, Vol.50, No.6, pp.877-892, 2010.
K. Fujisawa, S. Nishimura and A. Murakami: Numerical Analysis of Dynamic Behavior of Seepage Flow with Finite Volume Method, Journal of Applied Mechanics, JSCE, Vol.13, pp.195-202,2010.(in Japanese)
T. Shuku, A. Murakami, S. Nishimura, K. Fujisawa and K. Nakamura: Data Assimilation of the Settlement Behavior of Kobe Airport Constructed on Reclaimed Land Using the Particle Filter, Journal of Applied Mechanics, JSCE, Vol. 13, pp. 67-77, 2010. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Numerical Analysis of the Erosion and the Transport of Fine Particles within Soils Leading to the Piping Phenomenon, Soils and Foundations, Vol.50, No.4, pp.471-482, 2010. (selected for the JGS Paper Award)
K. Fujisawa, A. Murakami, S. Nishimura: Simultaneous Modeling of Internal Erosion and Deformation of Soil Structures, Geoenvironmental Engineering and Geotechnics: Progress in Modeling and Applications (GSP204), ASCE, pp.71-78, 2010.
K. Fujisawa, A. Kobayashi, S. Aoyama: Theoretical Description of Embankment Erosion owing to Overflow, Geotechnique, Vol.59, No.8, pp.661-671, 2009.
A. Murakami, S. Nishimura, K. Fujisawa, K. Nakamura and T. Higuchi: Data Assimilation in Geotechnical Analysis Using the Particle Filter, Journal of Applied Mechanics, JSCE, Vol.12, pp.99-105, 2009. (in Japanese)
S. Nishimura, S. Mori, K. Fujisawa and A. Murakami: Risk Evaluation and Reliability-based Design of Earth-fill Dams for Overflow due to Heavy Rains, Journal of Applied Mechanics, JSCE, Vol.12, pp.89-97, 2009. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Numerical Analysis of Piping Development Induced by Loss of Soil Particles, Journal of Applied Mechanics, JSCE, Vol.12, pp.395-403, 2009. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Computational Method to Analyze Internal Erosion and Transport of Soil Particles, Transactions of the JSIDRE, No. 260, pp.85-93, 2009. (in Japanese, selected for Best Paper Award of the JSIDRE)
K. Fujisawa, A. Kobayashi, K. Yamamoto: Erosion Rates of Compacted Soils for Embankments, Journal of Geotechnical Engineering, JSCE, Vol.64, No.2, pp.403-410, 2008.
K. Fujisawa, A. Kobayashi, S. Momoki, S. Aoyama: Mechanism Elucidation of Embankment Failure due to Overflow and Assessment of Slope Protection, Transactions of the JSIDRE, Vol.75, No.6, pp. 593-599, 2007.
K. Fujisawa, S. Momoki, K. Yamamoto, A. Kobayashi and S. Aoyama: Failure Mechanism of an Embankment due to Overflowing from a Reservoir, Journal of Applied Mechanics, JSCE, Vol.9, pp.385-394, 2006. (in Japanese)
K. Fujisawa, Shemsu Kemal, S. Kiyama and S. Aoyama: A Subloading Model for Collapse Behavior of Unsaturated Soils, Journal of Applied Mechanics, JSCE, Vol.8, pp.403- 410, 2005. (in Japanese)
K. Fujisawa, A. Murakami, S. Nishimura and T. Shuku: Numerical analysis of embankment erosion caused by overflow using shallow water equations, Proceedings of the 6th International Conference on Scour and Erosion, pp.145-152, 2012.
T. Shuku, K. Fujisawa, S. Nishimura and A. Murakami: Reliablity-based analysis for geotechnical structures on soft grounds using the particle filter, Proceedings of the International Workshop on ICT in Geo- Engineering, pp.165-173, 2012.
K. Fujisawa, S. Nishimura and A. Murakami: Numerical simulation of dynamic behavior of seepage flow with finite volume method, New Frontiers in Computational Geotechnics, Brisbane, pp.75-80, 2011.
K. Fujisawa and A. Murakami: Simultaneous modeling of seepage erosion and deformation of soils, The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Paper No.240, 2011.
K. Fujisawa, S. Nishimura and A. Murakami: Numerical analyses of surface and internal erosion of soil structures, The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Paper No.TC103-1, 2011.
A. Murakami, S. Nishimura, K. Fujisawa, T. Shuku and K. Nakamura: Data assimilation in geotechnical analysis using the particle filter, The 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Paper No.289, 2011.
K. Fujisawa, S. Nishimura and A. Murakami: Numerical simulation of dynamic seepage flow - Porous media interaction by finite volume method, 13th International Conference of the International Association for Computer Methods and Advances in Geomechanics, pp.765-770, 2011.
M. Kataoka, A. Murakami, S. Ohno, K. Fujisawa and A. Iizuka: Data assimilation of Cam-clay type models with the particle filter, 13th International conference of the International Association for Computer Methods and Advances in Geomechanics, pp.36-41, 2011.
S. Nishimura, T. Shuku and K. Fujisawa: Prediction of multidimensional consolidation behavior based on the observed values, 13th International Conference of the International Association for Computer Methods and Advances in Geomechanics, pp.106-111, 2011.
K. Fujisawa, A. Murakami and S. Nishimura: Coupled Problem of Saturated-Unsaturated Seepage Flow and Internal Erosion of Soils, Proceedings of 4th Asia-Pacific Conference on Unsaturated Soils, pp.837-842, 2009.
S. Nishimura, A. Murakami and K. Fujisawa: Risk Evaluation and Reliability-based Design of Earth-fill Dams, Proceedings of the International Symposium on Prediction and Simulation Method for Geohazard Mitigation (IS-KYOTO2009), pp.547-552, 2009.
K. Fujisawa, A. Murakami and S. Nishimura: Numerical Analysis of Erosion and Migration of Soil Particles within Soil Mass, Proceedings of the International Symposium on Prediction and Simulation Method for Geohazard Mitigation (IS-KYOTO2009), pp.139-144, 2009. (received Young Researchers Award)
K. Fujisawa, S. Momoki and A. Kobayashi: Experimental Investigation of Embankment Erosion due to Overflow and Slope Protection, Proceedings of 4th International Conference on Advances in Structural Engineering and Mechanics, pp. 1449-1462, 2008.
K. Fujisawa and A. Murakami: Numerical Modeling of Internal erosion of Soils; Examples of simple numerical analyses, New Frontiers in Computational Geotechnics, pp.115-118, 2008.
K. Fujisawa: Simultaneous Analysis Method of Deformation and Internal Erosion for Soil Structures, JST Presto Symposium on Mathematical Sciences towards Environmental Science, Hokkaido University Technical Report Series in Mathematics, pp.46-47, 2008.
K. Fujisawa, A. Kobayashi, K. Yamamoto and S. Aoyama: Failure Mechanism of an Embankment due to Overflow, Proceedings of the 17th International Offshore and Polar Engineering Conference, pp.1697-1701, 2007.
K. Fujisawa, Shemsu Kemal, S. Kiyama and S. Aoyama: Subloading Model for Collapse Behavior of Unsaturated Soils, Proceedings of International Conference on Computational & Experimental Engineering and Sciences, pp.1967-1972, 2005.
K. Fujisawa: 58 Okayama City, Handbook of grounds and disasters of 77 cities in Japan, the Japanese Geotechnical Society, pp.471-476, 2012. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Numerical Analysis of Erosion within Soils Described by Partial Differential Equations, Tsuchi to Kiso, The Japanese Geotechnical Society, Vol.59, Np.3, pp.24-27, 2011. (in Japanese)
K. Fujisawa, A. Murakami and S. Nishimura: Stabilized computation of embankment erosion of irrigation ponds caused by overflow, Journal of the Japanese Society of Irrigation, Drainage and Rural Engineering, Vol. 79, No. 8, pp.611-614, 2011. (in Japanese)
K. Fujisawa: Discussion of “Theoretical description of embankment erosion owing to overflow” by K. Fujisawa, A. Kobayashi and S. Aoyama (Geotechnique, 59(8): 661-671 (2009)), Geotechnique, Vol. 60, No. 12, pp. 967-968, 2010.