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Research Output 2005 2017

  • 120 Citations
  • 6 h-Index
  • 28 Conference contribution
  • 13 Article
  • 1 Chapter
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Article
2017

Method of deformation analysis for composite structures of soils and masonry stones

Hashimoto, R., Kikumoto, M., Koyama, T. & Mimrua, M. 2017 Feb 1 In : Computers and Geotechnics. 82, p. 67-84 18 p.

Research output: Contribution to journalArticle

Bearing capacity
Plastics
Soils
Composite structures
Boundary value problems
2016
elasticity
rock
stress-strain relationship
triaxial test
anisotropy

Slaking and deformation behaviour

Kikumoto, M., Putra, A. D. & Fukuda, T. 2016 Sep 1 In : Geotechnique. 66, 9, p. 771-785 15 p.

Research output: Contribution to journalArticle

slaking
mudstone
wetting
compression
X-ray fluorescence
2015
Asphalt
Durability
Personnel
Contractors
2014

Modeling water-NAPL-air three-phase capillary behavior in soils

Nakamura, K. & Kikumoto, M. 2014 Dec 1 In : Soils and Foundations. 54, 6, p. 1225-1235 11 p.

Research output: Contribution to journalArticle

Air
Water
Capillarity
Soils
2013
1 Citations

Application of coupled elasto-plastic NMM-DDA procedure for the stability analysis of Prasat Suor Prat N1 Tower, Angkor, Cambodia

Hashimoto, R., Koyama, T., Kikumoto, M., Yamada, S., Araya, M., Iwasaki, Y. & Ohnishi, Y. 2013 Mar 1 In : Geosystem Engineering. 16, 1, p. 62-74 13 p.

Research output: Contribution to journalArticle

numerical method
masonry
plastic
stability analysis
biaxial test
2011
11 Citations

A simple and unified one-dimensional model to describe various characteristics of soils

Nakai, T., Shahin, H. M. D., Kikumoto, M., Kyokawa, H., Zhang, F. & Farias, M. M. 2011 Dec 1 In : Soils and Foundations. 51, 6, p. 1129-1148 20 p.

Research output: Contribution to journalArticle

Soils
Clay
Temperature
Constitutive models
Consolidation
11 Citations

A simple and unified three-dimensional model to describe various characteristics of soils

Nakai, T., Shahin, H. M. D., Kikumoto, M., Kyokawa, H., Zhang, F. & Farias, M. M. 2011 Dec 1 In : Soils and Foundations. 51, 6, p. 1149-1168 20 p.

Research output: Contribution to journalArticle

Soils
Clay
Cams
Strain rate
Creep
15 Citations

Behavior of ground and response of existing foundation due to tunneling

Shahin, H. M., Nakai, T., Zhang, F., Kikumoto, M. & Nakahara, E. 2011 Jun 1 In : Soils and Foundations. 51, 3, p. 395-409 15 p.

Research output: Contribution to journalArticle

Tunnels
Excavation
Earth (planet)
Bending moments
Piles
2010
1 Citations

Bearing capacity of reinforced foundation subjected to pull-out loading in 2D and 3D conditions

Nakai, T., Shahin, H. M., Zhang, F., Hinokio, M., Kikumoto, M., Yonaha, S. & Nishio, A. 2010 Jun 1 In : Geotextiles and Geomembranes. 28, 3, p. 268-280 13 p.

Research output: Contribution to journalArticle

Reinforcement
Bearing capacity
Caissons
Steel structures
Towers
26 Citations

Particle crushing and deformation behaviour

Kikumoto, M., Muir Wood, D. & Russell, A. 2010 Dec 1 In : Soils and Foundations. 50, 4, p. 547-563 17 p.

Research output: Contribution to journalArticle

Soils
Constitutive models
Hardening
Sand
Coal breakage
2009
28 Citations

Crushing of particles in idealised granular assemblies

Russell, A. R., Muir Wood, D. & Kikumoto, M. 2009 Aug 1 In : Journal of the Mechanics and Physics of Solids. 57, 8, p. 1293-1313 21 p.

Research output: Contribution to journalArticle

Crushing
Brittleness
Materials properties
Anisotropy
Sand
2006
9 Citations

Dynamic stability of multi-arch culvert tunnel using 3-D FEM

Hwang, J., Kikumoto, M., Kishida, K. & Kimura, M. 2006 May 1 In : Tunnelling and Underground Space Technology. 21, 3-4

Research output: Contribution to journalArticle

Arches
Culverts
Tunnels
Finite element method
Precast concrete