Down-hole triaxial test to measure average stress-strain relationship of rock mass

Soils and Foundations

Volumn 43, Issue 5, 2003, Pages 53-62

  Tani, Kazuo ^a   Nozaki, Takashi ^b   Kaneko, Susumu ^c   Toyo Oka, Yoshinori ^c   Tachikawa, Hideo ^d  

^a YOKOHAMA NATIONAL UNIVERSITY   (Japan)

^b CENTRAL RESEARCH INSTITUTE OF ELECTRIC POWER INDUSTRY   (Japan)

^c KISO JIBAN CONSULTANTS CO LTD   (Japan)

^d Tachikawa Kikai Co Ltd   (Japan)

Author keywords

Deformation; Field test; Rock mass; Shear strength; Test equipment; Test procedure; Triaxial test (IGC: C3 F6)

Indexed keywords

DEFORMATION; DRILLING; ELECTRIC INDUSTRY; ELECTRIC POWER SYSTEMS; STRAIN; STRENGTH OF MATERIALS; STRESS ANALYSIS;

FIELD TEST; ROCK MASS; TEST EQUIPMENTS; TEST PROCEDURES; TRIAXIAL TEST (IGC: C3/F6);

ROCKS;

EID: 24744469674     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.5_53     Document Type: Article

References (12)

1. Ishibashi, M. (1993): Fundamental study on in-situ triaxial compression test of rock mass, Proc. of the Seminar on Impact of Computational Mechanics on Engrg. Problems, 47-48.
2. Kishi, M. and Tani, K. (2003): Development of measuring method for axial and lateral strain distribution using CCD sensor in triaxial test, Proc. 3rd Int. Symp. on Pre-failure Deformation of Geomaterials (accepted).
3. Kovari, K. and Tisa, A. (1975): Multiple failure state and strain controlled triaxial test, Rock Mechanics, 7, 17-33.
4. Nakajima, T., Tani, K., Okada, T. and Nakamura, T. (2000): Experimental study on drained condition of field triaxial tests on rock, Proc. 35th JGS Dom. Conf., 1001-1002 (in Japanese).
5. Okada, T., Nazaki, T., Ikemi, M. and Tani, K. (2003): Development of in-situ tests for rock masses (CRIEPI Method), CRIEPI Report, No. U02023 (in Japanese).
6. Tani, K. (1994): General Report: Measurement of shear deformation of geomaterials - Field tests, Proc. 1st Int. Symp. on Pre-failure Deformation of Geomaterials, Vol. 2, 1115-1131.
7. Tani, K. (1998): Shear strength of uniform weak mudstone: rock shear tests vs. triaxial compression tests, Proc. 2nd Int. Symp. on Hard Soils - Soft Rocks, 1, 327-336.
8. Tani, K. (1999): Proposal of new in-situ test methods to investigate strength and deformation characteristics of rock masses, Proc. 2nd Int. Symp. on Pre-failure Deformation Characteristics of Geomaterials, 1, 357-364.
9. Tani, K. (2001): Prompt report of proof testing of CRIEPI in-situ triaxial test method on rock mass, Proc. 2nd Asian Rock Mechanics Symp., Beijing, 639-642.
10. Tani, K. and Tachikawa, H. (1998): Measuring system of displacements of peripheral surface, Patent Open Report, PO-H10-182994 (in Japanese).
11. Tani, K., Kawasaki, S. and Ito, H. (1998): Study on advanced drilling - evaluation of sample disturbance for uniform sedimentary soft rock-, CRIEPI Report, No. U97066 (in Japanese).
12. Tatsuoka, F. and Shibuya, S. (1992): Deformation characteristics of soils and rocks from field and laboratory tests, Proc. 9th ARC on SMFE, Vol. 2, pp. 101-170.