A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Parameters for the Continuously Yielding Joint Model
In this work, the triaxial joint shear test has been studied, to see if the test can be used for the determination of general joint properties and especially if the test is able to give the model parameters of the Continuously Yielding joint model. At the laboratory test phase triaxial shear tests, direct shear tests and joint normal stiffness determinations were conducted for four rock types from the Kemi open pit. Shear strength, friction angle, cohesion, joint normal, and shear stiffness were determined from the tests. Uniaxial and indirect tension tests were conducted as well to gain basic data and knowledge of the rock types tested and to obtain initial values for calculations and modeling.
Parameters for the Continuously Yielding Joint Model
In this work, the triaxial joint shear test has been studied, to see if the test can be used for the determination of general joint properties and especially if the test is able to give the model parameters of the Continuously Yielding joint model. At the laboratory test phase triaxial shear tests, direct shear tests and joint normal stiffness determinations were conducted for four rock types from the Kemi open pit. Shear strength, friction angle, cohesion, joint normal, and shear stiffness were determined from the tests. Uniaxial and indirect tension tests were conducted as well to gain basic data and knowledge of the rock types tested and to obtain initial values for calculations and modeling.
Parameters for the Continuously Yielding Joint Model
J. Kajanen (author)
1996
166 pages
Report
No indication
English
Soil & Rock Mechanics , Civil Engineering , Mineral Industries , Geology & Geophysics , Geologic structures , Triaxial stress , Shear tests , Tunnels , Mines(Excavations) , Underground mining , Open pit mining , Geologic fissures , Discontinuities , Geologic formations , Triaxial tests , Shear strength , Friction , Cohesion , Stiffness , Three dimensional models , Rock mechanics , Foreign technology
Analysis of S Wave Propagation Through a Nonlinear Joint with the Continuously Yielding Model
| Online Contents | 2016
Analysis of S Wave Propagation Through a Nonlinear Joint with the Continuously Yielding Model
| Online Contents | 2016
Analysis of S Wave Propagation Through a Nonlinear Joint with the Continuously Yielding Model
| British Library Online Contents | 2017
Analysis of the Seismic Performance of a Rock Joint with a Modified Continuously Yielding Model
| Online Contents | 2017
Analysis of the Seismic Performance of a Rock Joint with a Modified Continuously Yielding Model
| British Library Online Contents | 2017