Vertical vibration of an elastic strip footing on saturated soil

2008 ◽  
Vol 32 (5) ◽  
pp. 493-508 ◽  
Author(s):  
Y. Q. Cai ◽  
Y. M. Cheng ◽  
S. K. Alfred Au ◽  
C. J. Xu ◽  
X. H. Ma
Keyword(s):  
Vertical Vibration ◽  
Saturated Soil ◽  
Strip Footing ◽  
Elastic Strip

Vertical vibration of a rigid strip footing on viscoelastic half‐space

2020 ◽  
Vol 44 (14) ◽  
pp. 1983-1995
Author(s):  
Changjie Zheng ◽  
Lubao Luan ◽  
George Kouretzis ◽  
Xuanming Ding
Keyword(s):  
Half Space ◽  
Vertical Vibration ◽  
Strip Footing

Rocking vibration of a rigid strip footing on saturated soil

2009 ◽  
Vol 36 (6) ◽  
pp. 928-933 ◽  
Author(s):  
X.H. Ma ◽  
Y.M. Cheng ◽  
S.K. Au ◽  
Y.Q. Cai ◽  
C.J. Xu
Keyword(s):  
Saturated Soil ◽  
Strip Footing ◽  
Rocking Vibration

Vertical vibration analysis of axisymmetric saturated soil

2006 ◽  
Vol 27 (1) ◽  
pp. 83-89 ◽  
Author(s):  
Yuan-qiang Cai ◽  
Chang-jie Xu ◽  
Zao-feng Zheng ◽  
Da-zhi Wu
Keyword(s):  
Vibration Analysis ◽  
Vertical Vibration ◽  
Saturated Soil

Vertical Vibration Amplification of a Saturated Fractional Derivative Type Viscoelastic Soil Layer

2012 ◽  
Vol 170-173 ◽  
pp. 1142-1146
Author(s):  
Min Jie Wen ◽  
Hui Tuan He
Keyword(s):  
Fractional Derivative ◽  
Layer Thickness ◽  
Water Pressure ◽  
Soil Layer ◽  
Vertical Vibration ◽  
Saturated Soil ◽  
Amplification Coefficient ◽  
Geometrical Parameters ◽  
Derivative Type ◽  
Soil Skeleton

Regarding the soil skeleton as viscoelastic medium with fractional derivative constitutive behavior, the influences of the soil skeleton viscosity and the soil layer thickness of saturated fractional derivative viscoelastic soil layer on the vertical vibration amplification coefficient is studied in the frequency domain by using the theory of Biot and one dimensional wave. The analytical expressions of the displacement, stress and pore water pressure of saturated soil layer are obtained by decoupling dynamic control equations and bounding the soil layer boundary conditions. The influences of physical and geometrical parameters of the saturated soil on vertical vibration amplification are investigated, and it is revealed that the vertical vibration amplification of the saturated classic elastic, fractional derivative type viscoelastic saturated soil and saturated classic viscoelastic soil are different when the soil layer thickness are changed; the material parameters of the fractional derivative model have great influences on the vertical vibration amplification coefficient.

Vertical vibration of a single pile embedded in a frozen saturated soil layer

2019 ◽  
Vol 122 ◽  
pp. 185-195 ◽  
Author(s):  
Qiang Li ◽  
Wenli Shu ◽  
Lu Cao ◽  
Weiwei Duan ◽  
Bin Zhou
Keyword(s):  
Soil Layer ◽  
Vertical Vibration ◽  
Saturated Soil ◽  
Single Pile
Sign in / Sign up

Export Citation Format

Share Document