Research Output per year
Research Output 1994 2019
Behavior of lattice-type ground improvement by cement-mixing for liquefaction mitigation
Koseki, J. & Namikawa, T., 2010, Geotechnical Society of Singapore - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09. p. 257-262 6 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
ground improvement
Liquefaction
tensile strength
liquefaction
Cements
Centrifuge model tests on soil reaction along a pile in a liquefiable sand layer
Namikawa, T., 2006, Physical Modelling in Geotechnics, 6th ICPMG'06 - Proceedings of the 6th International Conference on Physical Modelling in Geotechnics. Vol. 1-2. p. 1029-1035 7 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
Centrifuges
centrifuge
model test
Piles
pile
4
Citations
(Scopus)
Finite element analysis of a full scale bending test of cement treated soil column
Namikawa, T., Koseki, J. & Suzuki, Y., 2008, 12th International Conference on Computer Methods and Advances in Geomechanics 2008. Vol. 5. p. 3635-3641 7 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
Soil cement
Bending tests
soil column
tensile strength
cement
Finite element analysis of compression behavior of ground improvement with spatial variability
Namikawa, T., 2014, Geotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013. p. 169-174 6 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
Soil cement
ground improvement
cement
compression
soil column
Numerical investigation of spatial distribution of deformation in granular media
Namikawa, T., 2011, Computer Methods for Geomechanics: Frontiers and New Applications. Vol. 1. p. 381-386 6 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
granular medium
Autocorrelation
autocorrelation
Spatial distribution
spatial distribution
1
Citation
(Scopus)
Numerical study of effects of spatial variability on cement-treated column strength
Namikawa, T. & Koseki, J., 2010, Geotechnical Society of Singapore - International Symposium on Ground Improvement Technologies and Case Histories, ISGI'09. p. 419-424 6 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
Autocorrelation
autocorrelation
Cements
cement
compression
Numerical study of failure behavior of cement-treated column with spatial variability
Namikawa, T., 2011, 14th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
cement
Cements
Soils
soil strength
soil heterogeneity
Simulation analysis of grid-form ground improvement for preventing liquefaction among existing small houses
Tsukuni, S. & Namikawa, T., 2015, Computer Methods and Recent Advances in Geomechanics - Proceedings of the 14th Int. Conference of International Association for Computer Methods and Recent Advances in Geomechanics, IACMAG 2014. Taylor and Francis - Balkema, p. 631-636 6 p.Research output: Chapter in Book/Report/Conference proceeding › Conference contribution
ground improvement
Liquefaction
liquefaction
simulation
road