Geo-Disaster Prevention Engineering Laboratory aims to clarify the failure mechanism of ground and to develop the principle of ground improvement in order to protect human lives and infrastructures from natural disasters such as earthquake, flood, heavy rain, and so on.
Faculty
NODA, Toshihiro Professor noda@civil.nagoya-u.ac.jp
NAKAI, Kentaro Associate Professor nakai@civil.nagoya-u.ac.jp
YOSHIKAWA, Takahiro Assistant Professor yoshikawa@civil.nagoya-u.ac.jp
>>Lab’s Web Site
Recent Publications
| Noda, T., Yoshikawa, T. and Takaine, T.: Soil-water-air coupled seismic behavior accompanying internal water level variation of an unsaturated embankment with an enclosed saturation area on cohesive soil ground, Japanese Geotechnical Society Special Publication, Vol.2, No.18, pp.670-675, 2015. |
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Nakai, K., Asaoka, A. and Sawada, Y: Liquefaction damage enhanced by interference between the body wave and surface wave induced from the inclined bedrock, Japanese Geotechnical Society Special Publication, Vol.2, No.19, pp.723-728, 2015. |
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Yoshikawa, T., Noda, T. and Kodaka, T.: Effects of air coupling on triaxial shearing behavior of unsaturated silty specimens under constant confining pressure and various drained and exhausted conditions, Soils and Foundations, Vol.55, No.6, pp.1372-1387, 2015. |
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Tashiro, M., Nguyen, H. S., Inagaki, M., Yamada, S. and Noda, T.: Simulation of large-scale deformation of ultra-soft peaty ground under test embankment loading and investigation of effective countermeasures against residual settlement and failure, Soils and Foundations, Vol.55, No.2, pp.343-358, 2015. |
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Noda, T. and Yoshikawa, T.: Soil–water–air coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, Soils and Foundations, Vol.55, No.1, pp.45-62, 2015. |
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Noda, T., Nakai, K. and Kato, K.: Seismic assessment of river embankments with cut-off wall constructed on the alternatively layered soft ground, Proceedings of the 14th International Conference of the International Association for Computer Methods and Advances in Geomechanics, pp.761-766, 2014. |
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Xu, B., Nakai, K., Noda, T. and Takaine, T.: A three-dimensional soil-water coupled FE analysis of hollow cylinder test concerning non-uniform deformation, Soils and Foundations, Vol.53, No.6, pp.923-936, 2013. |
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Nakai, K., Noda, T. and Asaoka, A.: Different failure modes of a clay foundation-embankment system corresponding to different incident seismic waves, ASCE Geotechnical Special Publication, No.201, Soil Dynamics and Earthquake Engineering, pp.125-130, 2010. |
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Noda, T., Takeuchi, H., Nakai, K. and Asaoka, A.: Co-seismic and post seismic behavior of an alternately layered sand-clay ground and embankment system accompanied by soil disturbance, Soils and Foundations, Vol.49, No.5, pp.739-756, 2009. |
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Noda, T ., Asaoka, A. and Nakano, M.: Soil-watar coupled finite deformation analysis based on a rate-type equation of motion incorporating the SYS Cam-clay model, Soils and Foundations, Vol.48, No.6, pp.771-790, 2008. |