Development of a constitutive model for soiIs considering the effect of changing grading and its application to geotechnical problems
Project/Area Number |
22760355
|
Research Category |
Grant-in-Aid for Young Scientists (B)
|
Allocation Type | Single-year Grants |
Research Field |
Geotechnical engineering
|
Research Institution | Nagoya Institute of Technology |
Principal Investigator |
|
Project Period (FY) |
2010 – 2011
|
Project Status |
Completed (Fiscal Year 2011)
|
Budget Amount *help |
¥3,770,000 (Direct Cost: ¥2,900,000、Indirect Cost: ¥870,000)
Fiscal Year 2011: ¥1,430,000 (Direct Cost: ¥1,100,000、Indirect Cost: ¥330,000)
Fiscal Year 2010: ¥2,340,000 (Direct Cost: ¥1,800,000、Indirect Cost: ¥540,000)
|
Keywords | 土質力学 / 構成モデル / 粒度分布 / 限界状態モデル / 応用力学 / 粒子破砕 / 物理的風化現象 / 弾塑性力学 |
Research Abstract |
A simple method describing the effect of changing particle size distribution due to particle crushing is developed and applied to some practical geotechnical engineering problems. Firstly, past experimental researches on the particle crushing phenomena of granular materials due to stress change, temperature change and drying and wetting cycles are reviewed, and an elasto-plastic constitutive model for soils considering the effect of changing grading is then developed based on them. Validity of the proposed model is consequently checked through the comparisons with the past experimental results and results of elementary tests on steel slugs which exhibit significant crushing under a relatively low stress levels
|
Report
(3 results)
Research Products
(28 results)
-
[Journal Article] A simple and unified one-dimensional model to describe various characteristics of soils2011
Author(s)
Nakai, T., Shahin, H. M., Kikumoto, M., Kyokawa, H., Zhang, F. and Farias, M. M.
-
Journal Title
Soils and Foundations
Volume: vol.51, no.6
Pages: 1129-1148
NAID
Related Report
Peer Reviewed
-
[Journal Article] A simple and unified three-dimensional model to describe various characteristics of soils2011
Author(s)
Nakai, T., Shahin, H. M., Kikumoto, M., Kyokawa, H., Zhang, F. and Farias, M. M.
-
Journal Title
Soils and Foundations
Volume: vol.51, no.6
Pages: 1149-1168
NAID
Related Report
Peer Reviewed
-
[Journal Article] New approach for modeling time-dependent behavior of geomaterials2011
Author(s)
Nakai, T., Shahin, H.M., Kikumoto, M., Kyokawa, H., Zhang, F., Farias, M.M.
-
Journal Title
Proc.COMGEO II
Pages: 49-62
Related Report
Peer Reviewed
-
-
-
-
-
-
-
-
-
-
-
[Journal Article] Mechanical interpretation of compaction behaviour by an elastoplastic model for unsaturated soils2010
Author(s)
Kikumoto, M., Kyokawa, H., Nakai, T., Shahin, H.M., Tatematsu, K., Koike, M.
-
Journal Title
Proc.of the BGC 2010 on Natural Hazards and Countermeasures in Geotechnical Engineering
Volume: 1
Pages: 121-128
Related Report
-
-
-
-
-
-
[Presentation] Mechanical interpretation of compaction behaviour by an elastoplastic model for unsaturated soils2010
Author(s)
Kikumoto, M., Kyokawa, H., Nakai, T., Shah in, H. M., Tatematsu, K. and Koike, M.
Organizer
Proc. of the Bangladesh geotechnical conference 2010 on Natural Hazards and Countermeasures in Geotechnical Engineering
Place of Presentation
Dhaka, Bangladesh
Year and Date
2010-11-04
Related Report
-
-
-
-
-
[Presentation] Simple modeling of unsaturated soil2010
Author(s)
Kyokawa, H., Kikumoto, M., Nakai, T. and Shah in, H. M.
Organizer
Proc. of 5th international workshop in New Frontiers in Computational Geotechnics
Place of Presentation
Brisbane Australia
Year and Date
2010-07-26
Related Report
-
-
-