Centrifuge Model Test Study on Failure Behavior of Soil Slopes Overlying the Bedrock

2018 ◽  
Vol 18 (11) ◽  
pp. 04018144 ◽  
Author(s):  
Yiying Zhao ◽  
Ga Zhang ◽  
Daisong Hu ◽  
Yuzhen Han
Keyword(s):  
Model Test ◽  
Failure Behavior ◽  
Centrifuge Model Test ◽  
Centrifuge Model ◽  
Test Study ◽  
Soil Slopes

scholarly journals Centrifuge Model Test Study of Rainfall-Induced Deformation of Cohesive Soil Slopes

2011 ◽  
Vol 51 (2) ◽  
pp. 297-305 ◽  
Author(s):  
G.A. Zhang ◽  
Jiyun Qian ◽  
Rui Wang ◽  
Jian-Min Zhang
Keyword(s):  
Model Test ◽  
Cohesive Soil ◽  
Centrifuge Model Test ◽  
Centrifuge Model ◽  
Test Study ◽  
Soil Slopes

Inclined Loading Capacity of Embedded Suction Anchors in Clay

2009 ◽  
Author(s):  
Y. S. Kim ◽  
K. O. Kim ◽  
Y. Cho ◽  
S. Bang ◽  
K. D. Jones
Keyword(s):  
Analytical Solution ◽  
Model Test ◽  
Inclination Angle ◽  
Load Application ◽  
Centrifuge Model Test ◽  
Loading Capacity ◽  
Test Results ◽  
Pullout Capacity ◽  
Centrifuge Model ◽  
Inclined Loading

An analytical solution has been developed to estimate the inclined pullout capacity of an embedded suction anchor in clay seafloor. Validation has been made through comparisons with a limited number of centrifuge model test results. Results indicate that the inclined pullout capacity of an embedded suction anchor in clay decreases as the load inclination angle to the horizontal increases. As the point of the load application moves downward, the inclined pullout capacity increases, reaches its peak, and then starts to decrease.

Sign in / Sign up

Export Citation Format

Share Document