Numeric Analyses of Dynamic Crack of the Stabilizing Concrete Pile in a Sandy Slope without Underground Water
2012 ◽
Vol 594-597
◽
pp. 280-283
Keyword(s):
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.
1988 ◽
Vol 390
(0)
◽
pp. 114-124
Keyword(s):
2002 ◽
Vol 67
(555)
◽
pp. 107-114
◽
Keyword(s):
2012 ◽
Vol 446-449
◽
pp. 1884-1887
Keyword(s):
1935 ◽
Vol 1
(2)
◽
pp. 203-234
2013 ◽
Vol 49
◽
pp. 123-133
◽