Pore pressure development and liquefaction in saturated sand

2009 ◽  
pp. 205-218
Author(s):  
S Frydman ◽  
M Talesnick ◽  
A Mehr ◽  
M Tsesarsky
Keyword(s):  
Pore Pressure ◽  
Saturated Sand ◽  
Pressure Development

scholarly journals The Messinian Salinity Crisis as a trigger for high pore pressure development in the Western Mediterranean

2021 ◽  
Author(s):  
Michael S. Dale ◽  
Héctor Marín‐Moreno ◽  
Ismael Himar Falcon‐Suarez ◽  
Carlos Grattoni ◽  
Jonathan M. Bull ◽  
...  
Keyword(s):  
Pore Pressure ◽  
Western Mediterranean ◽  
Messinian Salinity Crisis ◽  
Pressure Development

Effect of Multidirectional Shaking on Pore Pressure Development in Sands

1978 ◽  
Vol 104 (1) ◽  
pp. 27-44 ◽  
Author(s):  
H. Bolton Seed ◽  
Geoffrey R. Martin ◽  
Robert M. Pyke
Keyword(s):  
Pore Pressure ◽  
Pressure Development

scholarly journals Undrained Pore Pressure Development on Cohesive Soil in Triaxial Cyclic Loading

2019 ◽  
Vol 9 (18) ◽  
pp. 3821 ◽  
Author(s):  
Andrzej Głuchowski ◽  
Emil Soból ◽  
Alojzy Szymański ◽  
Wojciech Sas
Keyword(s):  
Stress State ◽  
Cyclic Loading ◽  
Pore Pressure ◽  
Cohesive Soil ◽  
Soil Samples ◽  
Test Results ◽  
Soil Behavior ◽  
Pressure Development ◽  
Undrained Conditions ◽  
Excess Pore

Cohesive soils subjected to cyclic loading in undrained conditions respond with pore pressure generation and plastic strain accumulation. The article focus on the pore pressure development of soils tested in isotropic and anisotropic consolidation conditions. Due to the consolidation differences, soil response to cyclic loading is also different. Analysis of the cyclic triaxial test results in terms of pore pressure development produces some indication of the relevant mechanisms at the particulate level. Test results show that the greater susceptibility to accumulate the plastic strain of cohesive soil during cyclic loading is connected with the pore pressure generation pattern. The value of excess pore pressure required to soil sample failure differs as a consequence of different consolidation pressure and anisotropic stress state. Effective stresses and pore pressures are the main factors that govern the soil behavior in undrained conditions. Therefore, the pore pressure generated in the first few cycles plays a key role in the accumulation of plastic strains and constitutes the major amount of excess pore water pressure. Soil samples consolidated in the anisotropic and isotropic stress state behave differently responding differently to cyclic loading. This difference may impact on test results analysis and hence may change the view on soil behavior. The results of tests on isotropically and anisotropically consolidated soil samples are discussed in this paper in order to point out the main features of the cohesive soil behavior.

Pore pressure responses of a buried blast in saturated sand

2013 ◽  
pp. 1187-1193 ◽  
Author(s):  
C Yeo ◽  
S Goh ◽  
S Anand ◽  
T Soh
Keyword(s):  
Pore Pressure ◽  
Saturated Sand

The impact of rapid sediment accumulation on pore pressure development and dehydration reactions during shallow subduction in the Gulf of Alaska

2017 ◽  
Vol 18 (1) ◽  
pp. 189-203 ◽  
Author(s):  
Lanie N. Meridth ◽  
Elizabeth J. Screaton ◽  
John M. Jaeger ◽  
Stephanie R. James ◽  
Tania Villaseñor
Keyword(s):  
Pore Pressure ◽  
Sediment Accumulation ◽  
Gulf Of Alaska ◽  
Dehydration Reactions ◽  
Pressure Development ◽  
Shallow Subduction ◽  
The Impact
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