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Vipin Chauhan

Landslide Hazard Study
A conceptual account of numerical method
16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

Landslide
Hazard Study
Regional Scale
Statistical
Analysis (GIS)
Bivariate Multivariate
Threshold
Model
Local Scale
Numerical
Method
Continuum Discontinuum Hybrid
Conventional
Method
Artificial
Neural
Network
16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method; Continuum vs. Discontinuum

Principle of Finite Element Method (FEM)
16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method; Continuum Approach
Slope Model without discretization Slope Model with discretization
6 node triangular
element

16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method; Continuum Approach- Different Noded Elements
3 Noded 6 Noded
4 Noded 8 Noded

FEM; Governing equations
16-04-2015 Geotechnical Lab, WIHG 6
Force
Strain
Displacement
Stress
Equilibrium
Equation
Constitutive
Equation
Strain-
Displacement
Relation
Compatibility
Equation
Virtual Work

16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method; Phase 2 Software
Phase 2
Project Setting
General
Number of
Stage
Analysis Type
Solver Type
Units
Stress analysis
Number of
iteration
Tolerance
Convergence
Type
Groundwater
Condition
Method
Fluid’s Unit
Weight
Strength
Reduction
Field Stress
Constant
Gravity
Mesh Setting
Mesh Type
Element Type
Material
Property
Material
Nature
Isotropic
Transverse
Isotropic
Orthotropic
Failure
Criteria
M-C
GHB

16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method; Continuum Approach; Other Methods
FDM FVM
BEM Meshless

Dis-continuum Approach; Principle
16 April 2015 Geotechnical Laboratory, WIHG, Dehradun
Numerical Method
Slope Model without blocking Slope Model with blocks
Rigid
Deformable

Thank You
16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

What's hot

In this paper we propose a new test statistic for unsupervised change detection in polarimetric synthetic aperture radar (PolSAR) data. We work with multilook complex (MLC) covariance matrix data, whose underlying model is assumed to be the scaled complex Wishart distribution. We use the complex kind Hotelling-Lawley (HL) trace statistic for measuring the similarity of two covariance matrices. The sampling distribution of the HL trace is approximated by a Fisher-Snedecor distribution, which is used to define the significance level of a constant false alarm rate change detector. The performance of the proposed method is tested on simulated and real PolSAR data sets and compared to the likelihood ratio test statistic

Akbari&anfinsen&doulgeris&eltoft igarss13

vak000

03 sajjad ali -qgis working with raster

TOUSEEF3347

Scanner data: Main changes and Eurostat's involvement - Dirk Jan Hoogerdijk

Istituto nazionale di statistica

The thermal performance of a building refers to the process of modelling the energy transfer between a building and its surroundings. For a conditioned building, it estimates the heating and cooling load and hence, the sizing and selection of HVAC equipment can be correctly made. For a non-conditioned building, it calculates temperature variation inside the building over a specified time and helps one to estimate the duration of uncomfortable periods. These quantifications enable one to determine the effectiveness of the design of a building and help in evolving improved designs for realising energy efficient buildings with comfortable indoor conditions. The lack of proper quantification is one of the reasons why passive solar architecture is not popular among architects. Clients would like to know how much energy might be saved, or the temperature reduced to justify any additional expense or design change. Architects too need to know the relative performance of buildings to choose a suitable alternative. Thus, knowledge of the methods of estimating the performance of buildings is essential to the design of passive solar buildings.

Building Science-Heat exchange analysis of residential building

Shyam Anandjiwala

머신 러닝 기초 - 회귀 및 분류 (Basic of ML - Regression and Classification)

Hansol Kang

Kettemann, Rainer, Track 5

MIT Office of Sustainability

Time_Series_Assignment

KOUSHIK RAKSHIT

GPS Project Presentation

Joel Heilman

WF ED 540, Class Meeting 8, 15 October 2015, Plan for Meeting

Penn State University

Project TRAIN

Sasa Andrejcenko

What's hot (10)

Akbari&anfinsen&doulgeris&eltoft igarss13

03 sajjad ali -qgis working with raster

Scanner data: Main changes and Eurostat's involvement - Dirk Jan Hoogerdijk

Building Science-Heat exchange analysis of residential building

머신 러닝 기초 - 회귀 및 분류 (Basic of ML - Regression and Classification)

Kettemann, Rainer, Track 5

Time_Series_Assignment

GPS Project Presentation

WF ED 540, Class Meeting 8, 15 October 2015, Plan for Meeting

Project TRAIN

14

1. Landslide Hazard Study A conceptual account of numerical method 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

2. Landslide Hazard Study Regional Scale Statistical Analysis (GIS) Bivariate Multivariate Threshold Model Local Scale Numerical Method Continuum Discontinuum Hybrid Conventional Method Artificial Neural Network 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

3. 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method; Continuum vs. Discontinuum

4. Principle of Finite Element Method (FEM) 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method; Continuum Approach Slope Model without discretization Slope Model with discretization 6 node triangular element

5. 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method; Continuum Approach- Different Noded Elements 3 Noded 6 Noded 4 Noded 8 Noded

6. FEM; Governing equations 16-04-2015 Geotechnical Lab, WIHG 6 Force Strain Displacement Stress Equilibrium Equation Constitutive Equation Strain- Displacement Relation Compatibility Equation Virtual Work

7. 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method; Phase 2 Software Phase 2 Project Setting General Number of Stage Analysis Type Solver Type Units Stress analysis Number of iteration Tolerance Convergence Type Groundwater Condition Method Fluid’s Unit Weight Strength Reduction Field Stress Constant Gravity Mesh Setting Mesh Type Element Type Material Property Material Nature Isotropic Transverse Isotropic Orthotropic Failure Criteria M-C GHB

8. 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method; Continuum Approach; Other Methods FDM FVM BEM Meshless

9. Dis-continuum Approach; Principle 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun Numerical Method Slope Model without blocking Slope Model with blocks Rigid Deformable

10. Thank You 16 April 2015 Geotechnical Laboratory, WIHG, Dehradun

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