Accurate and efficient method for analyzing mixed-mode SIFs for inclined surface cracks in semi-infinite bodies by using numerical influence function method

2020 ◽  
Vol 106 ◽  
pp. 102471
Author(s):  
Kyaw Phyo Myat ◽  
Naoki Osawa ◽  
Ramy Gadallah ◽  
Satoyuki Tanaka
Keyword(s):  
Efficient Method ◽  
Influence Function ◽  
Mixed Mode ◽  
Function Method ◽  
Surface Cracks ◽  
Influence Function Method ◽  
Inclined Surface

scholarly journals Adjusting the Influence Function Method for Subsidence Prediction

2013 ◽  
Vol 553 ◽  
pp. 59-66 ◽  
Author(s):  
Ali Saeidi ◽  
Olivier Deck ◽  
Marwan Al Heib ◽  
Thierry Verdel ◽  
Alain Rouleau
Keyword(s):  
Efficient Method ◽  
Influence Function ◽  
Function Method ◽  
Underground Mining ◽  
Building Damage ◽  
Ground Movement ◽  
Ground Movements ◽  
Influence Function Method ◽  
Vertical Displacements

Theextraction of ore and minerals by underground mining may induce groundsubsidence phenomena. These phenomena produce several types of ground movement likehorizontal and vertical displacements, ground curvature and horizontal groundstrain at the surface, and associated building damage in urban regions. Theinfluence function is a well-known and efficient method for the prediction ofthese movements, but its application is restricted to mining configurationswith the same influence angle around the mine. However, this angle may displaydifferent values when the mine is not horizontal or when other subsidenceevents already occurred near the considered mine.In this paper a methodology and analgorithm are developed, based on the traditional influence function method inorder to take into account different influence angles. This methodology isimplemented in the Mathematicasoftware and a case study is presented with data from the Lorraine iron minefield in France. Ground movements calculated with the developed methodologyshow a fair concordance with observed data.

Analysis of the Effect of Natural Slope Stability due to Tunnel Excavation in Mountainous Areas

2013 ◽  
Vol 690-693 ◽  
pp. 938-942
Author(s):  
Xu Li Liang ◽  
Fei Wang ◽  
Gang Li Hao
Keyword(s):  
Slope Stability ◽  
Influence Function ◽  
Function Method ◽  
Mountainous Area ◽  
Mountainous Areas ◽  
Tunnel Excavation ◽  
Natural Slope ◽  
Influence Function Method ◽  
Theoretical Results ◽  
Good Agreement

The effect of natural slope stability due to the tunnel excavation in mountainous areas is studied used influence function method, and one tunnel excavation project in Hebei province was analyzed, the theoretical results obtained are in good agreement with the real monitoring data, therefore, the influence function method can be effectively used to predict the ground displacement caused by tunnel excavation in mountainous area, which could provide the basis for the evaluation of the safety of such works.

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