History of Pore Pressure Build Up and Slope Instability in Mud-Dominated Sediments of Ursa Basin, Gulf of Mexico Continental Slope

Author(s):  
R. Urgeles ◽  
J. Locat ◽  
D. E. Sawyer ◽  
P. B. Flemings ◽  
B. Dugan ◽  
...  
2015 ◽  
Vol 95 ◽  
pp. 15-26 ◽  
Author(s):  
John S. Armstrong-Altrin ◽  
María Luisa Machain-Castillo ◽  
Leticia Rosales-Hoz ◽  
Arturo Carranza-Edwards ◽  
Joan-Albert Sanchez-Cabeza ◽  
...  

2012 ◽  
Vol 594-597 ◽  
pp. 460-464
Author(s):  
Qian Shi ◽  
Kui Zhou ◽  
Qiang Li

The mechanism of dynamic tri-axial test is introduced in this paper and the dynamic responses of silt soft clay at Zhoushan are studied using a dynamic tri-axial test system. The laws of pore pressure build-up of the silt clay are obtained which are affected by the consolidation pressure and dynamic load. The greater the consolidation pressure and the dynamic loading is, the more the build-up of pore pressure is. However, the dynamic load has minor effect on pore pressure build-up under the anisotropic consolidation.


1989 ◽  
Author(s):  
J.M. Coleman ◽  
A.H. Bouma ◽  
D.B. Prior ◽  
H.H. Roberts

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