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http://hdl.handle.net/2074/2438
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| Title: | Strength predictions for jointed rocks in confined and unconfined states |
| Authors: | Ramamurthy, T
Arora, V K |
| Keywords: | rock mass
isotropic rock cores
uniaxial compressive strength
triaxial tests
intact rock and triaxial strength |
| Issue Date: | 1994 |
| Citation: | International Journal of Rock Mechanics and Mining Science & Geomechanics Abstracts, 31(1), 9-22p. |
| Abstract: | Most of the rational approaches to the design of structures on or in a rock mass are based on the strength response of the rock mass. Realizing this important aspect, the present investigation was undertaken to understand the strength response of jointed rocks. The objective was achieved by simulating joints in intact isotropic rock cores in the laboratory.
Three materials, namely, plaster of Paris, Jamrani sandstone and Agra sandstone were selected. The intact specimens of these materials provided a wide range of compressive strength (σci = 11.3−110MN/m2). A special technique was devised to develop joints varying in number and inclination. In all, about 250 uniaxial compressive strength (UCS) tests and 1300 triaxial tests on jointed and intact specimens of these materials were conducted. Based on this extensive experimentation, a joint factor Jf, has been evolved to account for the number of joints per metre length, inclination of the sliding joint and the shear strength along this j... |
| URI: | http://eprint.iitd.ac.in/dspace/handle/2074/2438 |
| Appears in Collections: | Civil Engineering
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