Mechanical model of precursory source process for strong earthquakes in western Yunnan area—concept and numerical simulation

1996 ◽  
Vol 9 (3) ◽  
pp. 399-410
Author(s):  
You-Jin Su ◽  
Feng-Tong Yan
Keyword(s):  
Numerical Simulation ◽  
Mechanical Model ◽  
Source Process ◽  
Strong Earthquakes ◽  
Western Yunnan ◽  
Yunnan Area

scholarly journals On dynamics of seismicity simulated by the models of blocks-and-faults systems

1997 ◽  
Vol 40 (5) ◽  
Author(s):  
A. I. Gorshkov ◽  
V. I. Keilis-Borok ◽  
I. M. Rotwain ◽  
A. A. Soloviev ◽  
I. A. Vorobieva
Keyword(s):  
Numerical Simulation ◽  
Earthquake Prediction ◽  
Driving Forces ◽  
Block Structure ◽  
Seismicity Patterns ◽  
Strong Earthquakes ◽  
Structure Dynamics ◽  
Prediction Algorithms ◽  
The Media

The major results obtained by numerical simulation of block structure dynamics are juxtaposed and analysed: the possibilities to reconstruct tectonic driving forces from territorial distribution of seismicity, clustering of earthquakes in the model, and dependence of the occurrence of strong earthquakes on fragmentation of the media, and on rotation of blocks. These results show that modelling of block structure dynamics is a useful tool to study relations between the geometry of faults and block movements and earthquake flow, including premonitory seismicity patterns, to test the existing earthquake prediction algorithms, and to develop new ones.

Numerical Simulation of DC Casting; Interpreting the Results of a Thermo-Mechanical Model

2016 ◽  
pp. 933-938 ◽  
Author(s):  
Wim Boender ◽  
André Burghardt ◽  
Erik Paul van Klaveren ◽  
Jan Rabenberg
Keyword(s):  
Numerical Simulation ◽  
Mechanical Model ◽  
Dc Casting

scholarly journals Evolution Laws of Mining-induced Stress in Floor Strata and Its Influence on the Stability of a Floor Roadway Affected by Overhead Mining

2020 ◽  
Vol 24 (1) ◽  
pp. 45-54 ◽  
Author(s):  
Pu Wang ◽  
Lishuai Jiang ◽  
Changqing Ma ◽  
Anying Yuan
Keyword(s):  
Numerical Simulation ◽  
Mechanical Model ◽  
Scientific Basis ◽  
Pull Out ◽  
Induced Stress ◽  
Working Face ◽  
Geological Conditions ◽  
Evolution Laws ◽  
The Stability

The study of evolution laws of the mining-induced stress in floor strata affected by overhead mining is extremely important with respect to the stability and support of a floor roadway. Based on the geological conditions of the drainage roadway in the 10th district in a coalmine, a mechanical model of a working face for overhead mining over the roadway is established, and the laws influencing mining stress on the roadway in different layers are obtained. The evolution of mining stress in floor with different horizontal distances between the working face and the floor roadway that is defined as LD are examined by utilizing UDEC numerical simulation, and the stability of roadway is analyzed. The results of the numerical simulation are verified via on-site tests of the deformation of the surrounding rocks and bolts pull-out from the drainage roadway. The results indicate that the mining stress in floor is high, which decreases slowly within a depth of less than 40 m where the floor roadway is significantly affected. The mining stress in the floor increases gradually, and the effect of the mining on the roadway is particularly evident within 0 m ≤ LD ≤ 40 m. Although the floor roadway is in a stress-relaxed state, the worst stability of the surrounding rocks is observed during the range -20 m ≤ LD < 0 m, in which the negative value indicates that the working face has passed the roadway. The roadway is affected by the recovery of the abutment stress in the goaf when -60 m ≤ LD <20 m, and thus it is important to focus on the strengthening support. The results may provide a scientific basis for establishing a reasonable location and support of roadways under similar conditions.

Numerical Simulation and Mechanism Study of Two Level Partial Blocks Vibration Motor

2011 ◽  
Vol 396-398 ◽  
pp. 2463-2466
Author(s):  
Xiao Lan Yang ◽  
Ji Feng Liu ◽  
Jing Chao Zou
Keyword(s):  
Numerical Simulation ◽  
Power Spectrum ◽  
High Intensity ◽  
Mechanical Model ◽  
Mechanism Study ◽  
Lagrange Method ◽  
Special Operations ◽  
Chaotic Vibration ◽  
Vibrating System ◽  
Initial Sensitivity

In order to finish some special operations, the chaotic vibrating motor with two-level partial blocks is constructed. Mechanism principles are designed and dynamics of mechanical model is analyzed by using Lagrange method. Based on the initial sensitivity, non-repetition and complexity of phase-trajectory, many characteristics of chaotic vibration are verified in the vibrating system. It is found the vibrating system with wide power spectrum can achieve some special properties like transient high-intensity, super high-intensity and large vibrating amplitude. It is important to overcome some work barriers and solve some technological bottlenecks of vibrating machinery.

Analysis of Speed and Belt Deviation of the Conveyor Belt

2011 ◽  
Vol 339 ◽  
pp. 444-447
Author(s):  
Qiu Yi Chu ◽  
Guo Ying Meng ◽  
Xun Fan
Keyword(s):  
Numerical Simulation ◽  
Service Life ◽  
Theoretical Analysis ◽  
Mechanical Model ◽  
Rotation Speed ◽  
Conveyor Belt ◽  
Movement Speed ◽  
Belt Conveyor ◽  
Belt Speed ◽  
Great Harm

Deviated belt will cause great harm, which will not only reduce its service life, but also will lead to the machine damage and personal casualty. This paper analyzes the reasons for belt deviation and establishes the mechanical model of a conveyor belt. The theoretical analysis and numerical simulation are adopted in this article to analyze and research the speed when the belt is deviated, obtain the relation between the transversal movement speed of belt and front offset angle of a idler, idler rotation speed and belt speed, and provide the deviation correction and prevention of belt conveyor with theoretical guidance.

scholarly journals Geomagnetic Variations Associated with Strong Earthquakes in Yunnan Area

2017 ◽  
Vol 06 (04) ◽  
pp. 228-237
Author(s):  
Xiuyi Yao ◽  
Zhisheng Feng ◽  
Yuntian Teng ◽  
Yunhui Wang ◽  
Qiuyue Zheng
Keyword(s):  
Geomagnetic Variations ◽  
Strong Earthquakes ◽  
Yunnan Area

scholarly journals Determination of Reasonable Width of Filling Body for Gob-Side Entry Retaining in Mining Face With Large Cutting Height

2021 ◽  
Author(s):  
Shijiang Pu ◽  
Gui yi Wu ◽  
Qinzhi Liu ◽  
Yuliang Wang ◽  
Qiang Li ◽  
...  
Keyword(s):  
Numerical Simulation ◽  
Mechanical Model ◽  
Vertical Displacement ◽  
Vertical Stress ◽  
Body Width ◽  
Minimum Width ◽  
Mining Face ◽  
The Stability ◽  
Cutting Height ◽  
Two Sides

Abstract When gob-side entry retaining is adopted in mining face with large cutting height, due to large stope space, strong dynamic pressure and other reasons, the filling body is usually broken and unstable due to improper width of filling body, and the stability of surrounding rock of roadway is poor. Therefore, this paper will take Shaqu mine as the engineering background to study the reasonable filling body width of gob-side entry retaining in mining face with large cutting height. Firstly, the stability factors of gob-side entry retaining in mining face with large cutting height are analyzed, and the mechanical model of bearing structure of gob-side entry retaining is established based on the lateral pressure and overlying load of filling body, and the reasonable width of filling body is obtained quantitatively; Numerical simulation is used to analyze the evolution of vertical stress, vertical displacement and plastic zone of working face with the change of filling body width. Finally, combined with the deformation observation results of 24207 gob-side entry retaining roof, two sides and filling body, the rationality of filling body width is verified. The results show that: the setting of the width and strength of the filling body plays an important role in the stability of gob-side entry retaining. According to the mechanical model, the minimum width of the filling body is 2.2m in the lateral direction and 3.9m in the vertical direction; Numerical simulation shows that when the width of filling body is too small, with the increase of filling body width, the vertical stress of filling body increases gradually. When the width of filling body reaches a certain value, the vertical stress decreases with the increase of width, and the stress concentration area will change from symmetrical type to eccentric load type, from the middle of filling body to the side of filling body near gob. If the width of the filling body is too small, the filling body will be too broken to bear the load, resulting in too small vertical stress and too large vertical displacement of the roadway roof. The larger the width of the filling body is, the greater the cutting resistance is, the more timely the side roof of the gob can be cut off, the less the stress of the roadway and the filling body, and the more stable the retained roadway is. Finally, through the observation of 24207 gob-side entry retaining, the total deformation of two sides and roof and floor of roadway tends to be stable after 665mm and 597mm respectively. The roof of roadway does not appear severe subsidence and obvious cracking, and the floor does not appear too large floor heave. The effect of roadway retaining is good, which indicates that 4m support can meet the needs of practical engineering.

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