| Project/Area Number |
09555148
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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 | Hokkaido University |
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Principal Investigator |
MITACHI Toshiyuki Grad.School of Eng., Hokkaido Univ., Professor, 大学院・工学研究科, 教授 (80002046)
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| Co-Investigator(Kenkyū-buntansha) |
TANAKA Hiroyuki Port and Harbor Research Institute, Loboratory Chief, 港湾技術研究所・地盤調査研究室, 室長
ONO Takashi Civil Eng., Hokkai-gakuen Univ., Associate Professor, 工学部, 助教授 (10142689)
FUKUDA Fumihiko Grad.School of Eng., Hokkaido Univ., Instructor, 大学院・工学研究科, 助手 (80241355)
SHIBUYA Satoru Grad.School of Eng., Hokkaido Univ., Asso.Professor, 大学院・工学研究科, 助教授 (00206153)
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| Project Period (FY) |
1997 – 1998
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| Project Status |
Completed (Fiscal Year 1998)
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| Budget Amount *help |
¥8,400,000 (Direct Cost: ¥8,400,000)
Fiscal Year 1998: ¥1,200,000 (Direct Cost: ¥1,200,000)
Fiscal Year 1997: ¥7,200,000 (Direct Cost: ¥7,200,000)
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| Keywords | In-situ strength -deformation characteristics / Unconfined compression test / Triaxial compression test / Suction / Residual effective stress / Sample disturbance / Modulus of rigidity / Bender element / 原位置強度 / 弾性波速度 |
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| Research Abstract |
1. Estimation of in-situ undrained strength based on the unconfined compression tests with suction measurement. Based on a series of test simulating the process from sampling to unconfined and triaxial compression test for saturated clay, the head investigator formerly found that the undrained strength Cu normalized by residual effective stress siguma' versus quasi-overconsolidation ratio QCR( = siguma^1 * siguma^1_5) relationship is represented by a straight line in logarithmic plot, where a', is calculated from measured suction value before unconfined compression test and siguma * is in-situ effective overburden pressure. By using the relationship, in situ undrained strength of clays can be predicted from the results of conventional unconfined compression test with suction measurement. In this study, the examination and confirmation of the validity of the proposed method was performed by comparing the distributions of undrained strength obtained by the method along the depth with those obtained by in situ sounding test results.
2. Estimation of in-situ stress-deformation characteristics of clayey soils
Based on the test results by consolidometer and triaxial apparatus, both are equipped with bender element, it was found that modulus of rigidity (G)obtained by shear wave velocity with bender element well coincides with the ones calculated by using the modulus of elasticity (E ) obtained by monotonic and cyclic loaded undrained triaxial tests. It was also found that the modulus G decreases with sample disturbance and its value depends on the magnitude of residual effective stress.
It was confirmed by two series of test results mentioned above that the strength-deformation characteristics of clayey soils in-situ can be estimated if the residual effective stress of the specimen can be suitably evaluated.
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