Neural network modeling of jointed rock mass behavior in topocentric terrestrial field: A case study of Oktyabrsky deposit

2021 ◽  
pp. 69-74
Author(s):  
M. P. Sergunin ◽  

The article addresses a promising geomechanical trend connected with Big Data processing. Using helium release observation results, the jointed rock mass behavior in the terrestrial field is studied. The terrestrial field is assumed as a variable value governed by the positions of the major planets in the Solar system, as well as by the positions of the Moon and Sun. The observation data are used for neural network learning. The total bulk of the learning data was more than 95 thousands of observations. After learning, the neural network decision-making algorithm was analyzed, and the studies were compared with the rock mass jointing analysis data from 3D modeling of Oktyabrsky and Talnakh deposits. Interpretation of frames of faults in the study area produced more than 206 thousands of measurements of precise dip angles and strike orientations with their distribution in depth and along the horizontal. Alongside with the fault frame interpretation, helium release data were compared with roughness of walls in a vertical opening sunk in the close vicinity of the measurement site. As a result of long-term operation, the shape of the opening repeats the block structure of enclosing rock mass and, thus, can inform on its initial jointing. The wall roughness data were obtained using laser scanning and contained more than 106 thousands of measurements. The analysis and processing of all data reveals the dependence between the planetary positions in the Solar system, helium release, orientation of the main joint system and surface roughness in underground openings. In this manner, it is possible to assess deformation processes in the crust and to find their influence on rock mass behavior.

Author(s):  
Jagan Jayabalan ◽  
Sanjiban Sekhar Roy ◽  
Pijush Samui ◽  
Pradeep Kurup

Elastic Modulus (Ej) of jointed rock mass is a key parameter for deformation analysis of rock mass. This chapter adopts three intelligent models {Extreme Learning Machine (ELM), Minimax Probability Machine Regression (MPMR) and Generalized Regression Neural Network (GRNN)} for determination of Ej of jointed rock mass. MPMR is derived in a probability framework. ELM is the modified version of Single Hidden Layer Feed forward network. GRNN approximates any arbitrary function between the input and output variables. Joint frequency (Jn), joint inclination parameter (n), joint roughness parameter (r), confining pressure (s3) (MPa), and elastic modulus (Ei) (GPa) of intact rock have been taken as inputs of the ELM, GRNN and MPMR models. The output of ELM, GRNN and MPMR is Ej of jointed rock mass. In this study, ELM, GRNN and MPMR have been used as regression techniques. The developed GRNN, ELM and MPMR have been compared with the Artificial Neural Network (ANN) models.


2011 ◽  
Vol 90-93 ◽  
pp. 2033-2036 ◽  
Author(s):  
Jin Shan Sun ◽  
Hong Jun Guo ◽  
Wen Bo Lu ◽  
Qing Hui Jiang

The factors affecting the TBM tunnel behavior in jointed rock mass is investigated. In the numerical models the concrete segment lining of TBM tunnel is concerned, which is simulated as a tube neglecting the segment joint. And the TBM tunnel construction process is simulate considering the excavation and installing of the segment linings. Some cases are analyzed with different joint orientation, joint spacing, joint strength and tunnel depth. The results show that the shape and areas of loosing zones of the tunnel are influenced by the parameters of joint sets and in-situ stress significantly, such as dip angle, spacing, strength, and the in-situ stress statement. And the stress and deformation of the tunnel lining are influenced by the parameters of joint sets and in-situ stress, too.


Sign in / Sign up

Export Citation Format

Share Document