Numeric Analyses of Dynamic Crack of the Stabilizing Concrete Pile in a Sandy Slope without Underground Water

2012 ◽  
Vol 594-597 ◽  
pp. 280-283
Author(s):  
Rong Jian Li ◽  
Rui Yan ◽  
Jun Ding Liu

In order to analyze the damage mechanism of the reinforced concrete stabilizing pile, this article studies the seismic deformation of a reinforced slope without groundwater. Then, the breaking mechanism of stabilizing pile is studied by using dynamic finite element method. The results show that the slope deformation caused by the earthquake leads to the obvious increase of dynamic bending moments, and the bending moments eventually go beyond the ultimate strength moment of the reinforced concrete piles.

2013 ◽  
Author(s):  
Constanze Schilder ◽  
Harald Kohlhoff ◽  
Detlef Hofmann ◽  
Frank Basedau ◽  
Wolfgang R. Habel ◽  
...  

Author(s):  
E.A. Shlyakhova ◽  
◽  
I.A. Serebryanaya ◽  
A.V Serdyukova

The article provides an example of regulation of the main business process on the example of the process of "Production of reinforced concrete piles". A process map has been developed and the main inputs and outputs have been identified, and an example of drawing up a business process passport has been developed&


Author(s):  
Takuya NAGAE ◽  
Hitoshi UCHIMURA ◽  
Kouichi KOBAYASHI ◽  
Nozomu YOSHIDA ◽  
Shizuo HAYASHI

Structures ◽  
2020 ◽  
Vol 28 ◽  
pp. 106-119 ◽  
Author(s):  
Ahmed H. Ali ◽  
Ahmed Gouda ◽  
Hamdy M. Mohamed ◽  
Mohamed H. Rabie ◽  
Brahim Benmokrane

1935 ◽  
Vol 1 (2) ◽  
pp. 203-234
Author(s):  
G GRIME ◽  
R E STRADLING ◽  
SIR H JAPP ◽  
R T MORGAN ◽  
M J C MCCARTHY ◽  
...  

2008 ◽  
Author(s):  
David W. Jensen ◽  
Kyle Rollins ◽  
Monica Ferrell ◽  
David McCune

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