| Project/Area Number |
02650452
|
|---|
| Research Category |
Grant-in-Aid for General Scientific Research (C)
|
| Allocation Type | Single-year Grants |
|---|
| Research Field |
資源開発工学
|
|---|
| Research Institution | Kyoto University |
|---|
Principal Investigator |
SAITO Toshiaki Kyoto Univ. Fac. of Eng. Assoc. Prof., 工学部, 助教授 (90056151)
|
|---|
| Co-Investigator(Kenkyū-buntansha) |
YANAGIDANI Takashi Kyoto Univ. Fac. of Eng. Instructor, 工学部, 助手 (00259128)
MATSUMOTO Yoshio Kyoto Univ. Fac. of Eng. Instructor, 工学部, 助手 (00026022)
|
|---|
| Project Period (FY) |
1990 – 1991
|
| Project Status |
Completed (Fiscal Year 1991)
|
| Budget Amount *help |
¥1,600,000 (Direct Cost: ¥1,600,000)
Fiscal Year 1991: ¥500,000 (Direct Cost: ¥500,000)
Fiscal Year 1990: ¥1,100,000 (Direct Cost: ¥1,100,000)
|
|---|
| Keywords | Time dependent behavior / Post failure behavior / Rock discontinutities / Shear strength |
|---|
| Research Abstract |
Main results obtained in this project are following.
1. The testing method for rocks in the post failure region has beer! established as follows. Using the displacement controlled triaxial compression testing system, the rock specimen is kept stable just after the failure. Tests for rocks in the post failure region can be applied to the specimens in this condition.
2. Time dependent behaviors in the 3 dimensional stress state are represented by the tradisional models developed in the uniaxial stress state, using the normalized differential stress and strain.
3. The behavior of rocks in the post failure region can be represent as a continum media to some extent, neglecting the difference of failure mode.
4. The behavior of rocks in the post failure region can be represent by the Burger's Model with the slider.
5. The residual strength of rocks in the post failure region depends on the strain rate also.
6. The creep behavior of rocks in the post failure region can be estimated by Burger's Model with the slider.
|
