| Project/Area Number |
04452226
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| Research Category |
Grant-in-Aid for General Scientific Research (B)
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| Allocation Type | Single-year Grants |
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| Research Field |
基礎・土質工学
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| Research Institution | KYOTO UNIVERSITY |
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Principal Investigator |
ADACHI Toshihisa Kyoto Univ.Faculty of Eng., Professor, 工学部, 教授 (20026173)
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| Co-Investigator(Kenkyū-buntansha) |
MIMURA Mamoru Kyoto Univ.D.P.R.I, Assoc.Professor, 防災研究所, 助教授 (00166109)
KIMURA Makoto Kyoto Univ.Faculty of Eng., Instructor, 工学部, 助手 (30177927)
YOSHIDA Nobuyuki Kyoto Univ.Faculty of Eng., Lecturer, 工学部, 講師 (20166961)
OHNISHI Yuzo Kyoto Univ.Faculty of Eng., Assoc.Professor, 工学部, 助教授 (30026348)
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| Project Period (FY) |
1992 – 1993
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| Project Status |
Completed (Fiscal Year 1993)
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| Budget Amount *help |
¥6,700,000 (Direct Cost: ¥6,700,000)
Fiscal Year 1993: ¥1,400,000 (Direct Cost: ¥1,400,000)
Fiscal Year 1992: ¥5,300,000 (Direct Cost: ¥5,300,000)
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| Keywords | Progressive Failure / Strain-Softening / Elasto-Viscoplastic Model / Soft Rock / Structure Deterioration / Finite Element Method / Model Slope / ひずみ軟化構成式 / 弾一粘塑性構成式 / ひずみ硬化-軟化 / 土の構成式 / 時間依存性挙動 / クリープ / 斜面安定 / 遠心模型実験 |
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| Research Abstract |
1.The derivation of elasto-viscoplastic model with strain-softening
Based on Adachi-Oka's model with strain softening, and elasto-viscoplastic model which can both describe the time dependency and strain-softening, is proposed for soft rock. In the derivation of the model, three new assumption are adopted. That is, the new definition of stress history, the introduction of time measure and the decline of shearing strength with time.
2.Investigation of the validity of the proposed elasto-viscoplastic model
The time dependent behavior includes three aspects as strain rate dependency, creep and stress relaxation. The proposed model is applied to the drained triaxial shearing tests of Ohya-stone and the drained triaxial creep tests of Ohya-stone. It is found that the model can well simulate the all aspects of time dependent behavior.
3.Analysis of progressive failure on model ground
Based on above mentioned model, a finite element analysis of progressive failure on model ground is carried out. As a result, the mechanism of progressive failure that occurs at first in local point and develops to other place progressively is well simulated. The validity of the model in boundary problems is proved.
4.Finite element analysis of progressive failure on soft-rock-slope excavation
By considering the strain-softening, the deterioration of strength with time and the initial k_0-stress state in the ground, a finite element analysis of elasto-plasticity is carried out for the excavation on slope to investigate the progressive failure caused by slope excavation. As a result, it is found that the ground yields progressively with the deterioration and the stress in the ground redistributed with deformation.
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