Published June 2005
| Version v1
Journal article
Experimental study on shear-flow coupling characteristics of single joints in rock masses
- 1. Kyoto Univ., Kyoto (Japan)
Description
Hydraulic characteristics of rock masses depend strongly on the aperture conditions of discontinuities in rock masses. The shear behaviors of the discontinuities that lead to fracture and dilation also affect the aperture conditions of discontinuities. The paper presents a new apparatus for shear-flow coupling tests to describe the relationship between the shear behaviors and the hydraulic characteristics of rock joints. Experimental results show the changes of hydraulic conductivities of a single joint with various surface roughnesses under the shear processes. (author)
Additional details
Publishing Information
- Journal Title
- Doboku Gakkai Ronbunshu
- Journal Issue
- no.792
- Journal Page Range
- p. 159-174
- ISSN
- 0289-7806
INIS
- Country of Publication
- Japan
- Country of Input or Organization
- Japan
- INIS RN
- 36108358
- Subject category
- S12: MANAGEMENT OF RADIOACTIVE WASTES, AND NON-RADIOACTIVE WASTES FROM NUCLEAR FACILITIES;
- Descriptors DEI
- DEFORMATION; FRACTURES; HYDRAULIC CONDUCTIVITY; JOINTS; PERMEABILITY; RADIOACTIVE WASTE DISPOSAL; ROCKS; SHEAR; SHEAR PROPERTIES; STRESSES; WASTE-ROCK INTERACTIONS
- Descriptors DEC
- FAILURES; MANAGEMENT; MECHANICAL PROPERTIES; PHYSICAL PROPERTIES; RADIOACTIVE WASTE MANAGEMENT; WASTE DISPOSAL; WASTE MANAGEMENT
Optional Information
- Notes
- 23 refs., 19 figs., 1 tab.