Numerical Modelling of Seismic Performances of Passive Pile Groups Adjacent to Soil Slope

2009 ◽  
pp. 446-451
Author(s):  
Mingwu Wang ◽  
Li Li
Keyword(s):  
Numerical Modelling ◽  
Soil Slope ◽  
Pile Groups ◽  
Passive Pile

Numerical analysis of passive pile groups in offshore soft deposits

2009 ◽  
Vol 36 (7) ◽  
pp. 1164-1175 ◽  
Author(s):  
Sangseom Jeong ◽  
Donghee Seo ◽  
Youngho Kim
Keyword(s):  
Numerical Analysis ◽  
Pile Groups ◽  
Passive Pile

scholarly journals Numerical Modelling of Passively Loaded Pile Groups

2019 ◽  
Vol 37 (4) ◽  
pp. 2747-2761
Author(s):  
Ihsan Al-abboodi ◽  
Tahsin Toma Sabbagh
Keyword(s):  
Numerical Modelling ◽  
Pile Groups

Numerical modelling of negative skin friction on pile groups

1996 ◽  
Vol 18 (3) ◽  
pp. 201-224 ◽  
Author(s):  
Y.K. Chow ◽  
C.H. Lim ◽  
G.P. Karunaratne
Keyword(s):  
Numerical Modelling ◽  
Skin Friction ◽  
Pile Groups ◽  
Negative Skin Friction

scholarly journals Seismic behavior of pile group in soil slope

2021 ◽  
Author(s):  
Mehdi Zadehmohamad ◽  
Majid Moradi ◽  
Abbas Ghalandarzadeh
Keyword(s):  
Relative Density ◽  
Seismic Behavior ◽  
Pile Group ◽  
Slope Movement ◽  
Shaking Table ◽  
Soil Slope ◽  
Shaking Table Tests ◽  
Pile Groups ◽  
Constant Frequency

Seismic behavior of pile group in slope is interested for many years by researchers .Inthis research Shaking table tests were conducted by means of a rigid-box with 1.8m in length,0.8 in width and 1.2 in height in order to investigate the effects of the location of pile group insand slope on its seismic behavior .A cap supported by a pile group was set in a dry sandslope, and subjected to sinusoidal base motion with constant frequency. Soil used in this studywas firoozkuh sand 161 with 60% relative density. The tests were scaled at 1/10th and the pileswere made from aluminum with 95cm in length and they have fixed head condition.Discussions are focused on the behavior of pile groups in different situations. Main interestsare recognition the effect of slope movement and location of pile group on bending behaviorof piles.

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