scholarly journals Stability analysis of an abandoned deep metal mine using numerical analysis tool: A case study

2021 ◽  
Vol 861 (3) ◽  
pp. 032091
Author(s):  
Praveena Das Jennifer ◽  
Sripad R Naik ◽  
P Porchelvan ◽  
Harsha Tadavarthi
Keyword(s):  
Stability Analysis ◽  
Numerical Analysis ◽  
Analysis Tool ◽  
Metal Mine

Model Testing of Fish Farms for Validation of Analysis Programs

2014 ◽  
Author(s):  
Are Johan Berstad ◽  
Line Fludal Heimstad ◽  
Jørgen Walaunet
Keyword(s):  
Numerical Analysis ◽  
Structural Integrity ◽  
State Of The Art ◽  
Scale Model ◽  
Analysis Tool ◽  
Fish Farms ◽  
Model Experiments ◽  
Cage System ◽  
Aquaculture Industry

This paper presents a case study where results from numerical analysis have been compared to model experiments, performed on a 1/16 scale model. The tested model is a circular cage system with a polyethylene cage. The system is tested both in waves and current. Numerical analysis to document the structural integrity of the fish farms are now a requirement. The state of the art analysis tool used in the aquaculture industry is AquaSim [1]. Results from model experiments are compared to numerical analysis carried out in AquaSim. Uncertainties in the model experiments are investigated and discussed. The differences between the experimental and numerical results are in the same range as the uncertainties.

scholarly journals Experimental and Numerical Analysis of a Novel Display Case Design: Case Study of the Renovated Anne Frank House

2019 ◽  
Vol 65 (5) ◽  
pp. 262-284
Author(s):  
Karin Kompatscher ◽  
Bart Ankersmit ◽  
Edgar Neuhaus ◽  
Marcel A.P. van Aarle ◽  
Jos W.M. van Schijndel ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Design Case ◽  
Design Case Study ◽  
Case Design ◽  
Anne Frank

Study on the Calculation Method of Soil-Nailing for High Soil Slope Based on the Logarithmic Spiral Slippery Fracture

2011 ◽  
Vol 261-263 ◽  
pp. 1709-1713
Author(s):  
Meng Yang ◽  
Xiao Min Liu
Keyword(s):  
Mathematical Model ◽  
Stability Analysis ◽  
Engineering Design ◽  
Calculation Method ◽  
Logarithmic Spiral ◽  
Soil Nailing ◽  
Soil Slope ◽  
Mode Pattern ◽  
Shear Function

This paper introduces a new failure mode pattern of soil slope – the logarithmic spiral slippery fracture. A mathematical model for the logarithmic spiral slippery fracture is established, taking the anti-shear function of the soil-nailing into consideration. The shear of soil-nailing, axial force, and the safety coefficients based on the limiting equilibrium method are derived, leading to an accurate stability analysis of the strengthening of soil slope. A case study shows that the anti-shear function of the soil-nailing can be significant and should not be ignored in engineering design.

A case study on the rockfall assessment and stability analysis along Lengpui-Aizawl highway, Mizoram, India

2020 ◽  
Vol 13 (24) ◽  
Author(s):  
Sahil Sardana ◽  
Pushpendra Sharma ◽  
Amit Kumar Verma ◽  
Trilok Nath Singh
Keyword(s):  
Stability Analysis
Sign in / Sign up

Export Citation Format

Share Document