Dissertation > Excellent graduate degree dissertation topics show
The Theory and Developing of the Program of 3-D Network Modeling for Random Discontinuities
Author: TanShuHong
Tutor: XuNengXiong
School: Chinese Geology University (Beijing)
Course: Geotechnical Engineering
Keywords: Stochastic structure surface Three-dimensional network simulation Layer density Probability and Statistics Monte Carlo
CLC: TU452
Type: Master's thesis
Year: 2010
Downloads: 161
Quote: 0
Read: Download Dissertation
Abstract
|
Pluton experienced the geological repeatedly occur in certain geological environments , and has undergone deformation and failure of certain ingredients and unique structure of geological body . Rock mass memory in different causes and different characteristics of the structure surface structure surface cut into the rock mass morphology varies vary in size, composition of different rock , rock discontinuities and inhomogeneities characterized plays a key role in the control of the mechanical properties of the rock mass and stability . Random structure of the surface of the three-dimensional network simulation study the spatial geometry of the surface characteristics of the structure , First simplify the geometry of the surface structure of the disc , based on field measurements obtained structural plane spacing , trace length and other data , the use of statistics and methods of probability theory and analytic geometry of space and structure surface geometric parameters characteristic value and the probability distribution of the form , the use of Monte Carlo simulation method , to build the structure of the combination of morphology of the surface in three-dimensional space , the formation of the the structural surface three-dimensional network model . Probability distribution form the basis of previous studies , detailed summarized the basic principle of a three-dimensional network of rock mass structure surface simulation summary of the geometric characteristics of the structural surface parameters ( occurrence , spacing , trace length , etc.) according to the trace length and the relationship between the diameter size of the probability distribution function of deducing structural surface ; transverse isotropic characteristics in accordance with the structural plane , put forward the concept of layer density derived layer density formula , and the use of hierarchical simulation method to determine the structure of the position of the surface center . Probability and statistics , stochastic theory and Monte Carlo simulation based on the random structure of the surface of the three-dimensional network simulation system ( TDNSP ) , developed in Visual C 6.0 platform . The system is divided into four modules : the random number generator function fitting and testing , network model generation and visualization , model checking , to achieve a three-dimensional network simulation assumptions based on the transversely isotropic rock random structure surface , and the development of the virtual layer, virtual sectional view the virtual trace test three test methods to test the reliability of the model . Introduced in order to verify the reliability of the method , the paper as an example to highway slope Chenjiazhuang engineering , through on-site measurements and indoor data processing , random structure of the 3D network simulation system , the establishment of a three-dimensional network model of the structural surface , and from three aspects have been tested.
|
Related Dissertations
- Transient Thermal Analysis of Multi-Body System with Complicated Boundary Conditions,TK124
- Dosimetric Characteristics of Photon Beam in the Medium Interface Region,R815
- Detection and Tracking of Moving Object in Complex Background,TP391.41
- Research on Real Options Models and Applications in China,F832.5
- The Study on Rock Mass Stregnth Randomenss and Reliabilityof Slope,TD854.6
- Research on Localization Algorithm Based on Monte Carlo in Mobile Wireless Sensor Networks,TN929.5
- Research on Localization Algorithms in Wireless Sensor Network Based on Multidimensional Scaling,TN929.5
- Demand for power system operation characteristics of wind power,TM732
- MCP face electron reflection on the impact of image intensifier resolution,TN144
- Distributed multi-view tracking method and implementation of statistical inference,TP391.41
- Evaluation and selection of our classification method of valuation of the Fund,F224
- Monte Carlo program point energy nuclear data processing method research and Optimization,TL329.2
- Study on the Decision of Venture Capital Based on Real Options,F832.48
- Numerical Study of Stochastic Supersensitiviy of Generalized Burgers Equation,O241
- Heteroskcedasticity Two-way Linear Regression and Using to Test Concrete Strength of Building Structure,F224
- Study on Comprehensive Treatment Plan of Lightning Disturbance for the Operating Overhead Transmission Line,TM863
- Stochastic Heat Transfer Analysis on Buried Pipe of Ground Source Heat Pump with Monte-Carlo Method,TU831
- Stochastic Optimal Control of Nonlinear Suspension of Quarter Car Model,U463.33
- Study on Optical Properties of the Dynamic Human Skin,R751
- The Risk and Pricing Research of Mortage-Backed Securitization,F293.3;F224
- Outstanding Loss Reserve Estimation Method Comparison Study,F840
CLC: > Industrial Technology > Building Science > Soil mechanics,foundation engineering > Rock ( rock ) mechanics and rock testing > Rock mechanical properties and stress theory
© 2012 www.DissertationTopic.Net Mobile
|