| Project/Area Number |
09555150
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| Research Category |
Grant-in-Aid for Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Section | 展開研究 |
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| Research Field |
Geotechnical engineering
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| Research Institution | NAGOYA UNIVERSITY |
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Principal Investigator |
ASAOKA Akira NAGOYA UNIV., CIVIL ENG., PROF., 工学研究科, 教授 (50093175)
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| Co-Investigator(Kenkyū-buntansha) |
FERNANDO G.S.K. NAGOYA UNIV., CIVIL ENG., ASSIS. PROF., 工学研究科, 研究員 (80283422)
NODA Toshihiro NAGOYA UNIV., GEOTECH. & ENV. ENG., ASSOC. PROF., 工学研究科, 助教授 (80262872)
NAKANO Masaki NAGOYA UNIV., CIVIL ENG., ASSOC. PROF., 工学研究科, 助教授 (00252263)
MISHIMA Nobuo JAPAN HIGHWAY PUBLIC CO., RESEARCH INSTITUTE, RESEARCHER, 試験研究所, 研究員
ACHIWA Fumio TECHNO CHUBU CO. LTD., RESEARCHER, 環境技術本部環境調査部海域チームマネージャー, 研究員
金田 一広 名古屋大学, 工学研究科, 助手 (30314040)
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| Project Period (FY) |
1997 – 1999
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| Project Status |
Completed (Fiscal Year 1999)
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| Budget Amount *help |
¥13,100,000 (Direct Cost: ¥13,100,000)
Fiscal Year 1999: ¥1,900,000 (Direct Cost: ¥1,900,000)
Fiscal Year 1998: ¥2,700,000 (Direct Cost: ¥2,700,000)
Fiscal Year 1997: ¥8,500,000 (Direct Cost: ¥8,500,000)
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| Keywords | Soil-water Coupled Analysis / Large Deformation / Overconsolidated Soil / Reinforced Soil / Constraint Condition / Excavation / Progressive Failure / Finite Element Method / 加圧密土 / 堀削 |
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| Research Abstract |
In this study, some preventive/reductive systems of large deformation in ground that may lead to fatal damages in construction projects are investigated using soil-water coupled elasto-plastic deformation analysis. The findings of the study mainly for a piled raft system and earth retaining system are summarized as follows :
Deformation characteristics of a piled raft foundation system under different ground and loading conditions are studied. The pile-raft system is simulated introducing some linear constraint conditions over the velocity field in plane strain condition. The system reduces the final settlement significantly. This reduction is due to the load transfer through shear by piles into deeper soil layers that disperse the induced stresses compared with only the raft. Further, the pile-raft system induces homogeneous settlement even with eccentric loading. In addition, behavior of the system under liquefaction in a sandy ground is studied. It also diminishes the liquefaction of the sandy ground, and prevents inhomogeneous settlement under the liquefaction of ground.
Progressive failure of the excavated slopes in overconsolidated state is studied. The recognition of the soil behavior in excavation leads to realistic evaluation of earth pressure on retaining structures. The ground with retaining structures exhibits stability and the axial forces and bending moment etc. show the time-dependent behavior due to pore water migration.
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