Geomaterial is various kinds of soil materials as clay, sand and rock. The Geotechnical Engineering Laboratory aims to grasp various soil properties and to create new soil materials for constructing geostructures which can withstand any external forces caused by earthquake or heavy rain.
Faculty
NAKANO, Masaki Professor nakano@civil.nagoya-u.ac.jp
SAKAI, Takayuki Assistant Professor t-sakai@civil.nagoya-u.ac.jp
>>Lab’s Web Site
Recent Publications
| Nakano, M. and Sakai, T.: Interpretation of slaking of a mudstone embankment using soil skeleton structure model concept and reproduction of embankment failure by seismic analysis, Japanese Geotechnical Society Special Publication, Vol.2, No.5, pp.282-287, 2015. |
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Yamada, S. and Noda, T.: Proposal of a new double hardening elasto-plastic constitutive model of soil skeleton based on integration of associated and non-associated flow rules, Japanese Geotechnical Society Special Publication, Vol.2, No.10, pp.430-434, 2015. |
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Sakai, T. and Nakano, M.: Interpretation of the mechanical behavior of embankments having various compaction properties based on the soil skeleton structure, Soils and Foundations, Vol.55, No.5, pp.1069-1085, 2015. |
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Yamada, S., Noda, T., Tashiro, M. and Nguyen, H. S.: Macro-element method with water absorption and discharge functions for vertical drains, Soils and Foundations, Vol.55, No.5, pp.1113-1128, 2015. |
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Nonoyama, H., Nakano, M., Araki, T. and Hamajima, K.: Mechanical behaviour of soil-wood chip mixtures generated from earthquake waste, Proceedings of the 7th International Congress on Environmental Geotechnics, pp.527-532, 2014. |
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Nakano, M. and Sakai, T.: Interpretation of mechanical behavior of cement-treated dredged soil based on soil skeleton structure, Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering, pp.3239-3242, 2013. |
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Inagaki, M., Nakano, M., Noda, T., Tashiro, M. and Asaoka, A.: Proposal of a simple method for assessing the susceptibility of naturally deposited clay grounds to large long-term settlement due to embankment loading, Soils and Foundations, Vol.50, No.1, pp.109-122, 2010. |
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Sun, K., Nakano, M., Yamada, E. and Asaoka, A.: Simulation of reclaimed ground composed of dredged soil for two kinds of earthquake ground motions with different spectral characteristics, Journal of Applied Mechanics, Vol.13, pp.453-462, 2010. |
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Nakano, M., Yamada, E. and Noda, T.: Ground improvement of intermediate reclaimed land by compaction through cavity expansion of sand piles, Soils and Foundations, Vol.48, No.5, pp.653-671, 2008. |
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Asaoka, A., Noda, T., Yamada, E., Kaneda, K. and Nakano, M.: An elasto-plastic description of two distinct volume change mechanisms of soils, Soils and Foundations, Vol.42, No.5, pp.47-57, 2002.
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