Undrained creep failure of a drainage canal slope stabilized with deep cement mixing columns

Landslides ◽  
2015 ◽  
Vol 13 (5) ◽  
pp. 939-955 ◽  
Author(s):  
Pitthaya Jamsawang ◽  
Phermphorn Boathong ◽  
Warakorn Mairaing ◽  
Pornkasem Jongpradist
2020 ◽  
Vol 798 ◽  
pp. 140230
Author(s):  
Xing Gong ◽  
Zhibin Yang ◽  
Yangbin Deng ◽  
Jun Xiao ◽  
Hao Wang ◽  
...  

2020 ◽  
Vol 29 (7) ◽  
pp. 1117-1137 ◽  
Author(s):  
Wenlin Feng ◽  
Chunsheng Qiao ◽  
Shuangjian Niu ◽  
Zhao Yang ◽  
Tan Wang

The experimental results show that the creep properties of the rocks are affected by the initial damage, and the damage evolution also has a significant impact on the time-dependent properties of the rocks during the creep. However, the effects of the initial damage and the damage evolution are seldom considered in the current study of the rocks' creep models. In this paper, a new nonlinear creep damage model is proposed based on the multistage creep test results of the sandstones with different damage degrees. The new nonlinear creep damage model is improved based on the Nishihara model. The influences of the initial damage and the damage evolution on the components in the Nishihara model are considered. The creep damage model can not only describe the changes in three creep stages, namely, the primary creep, the secondary creep, and the tertiary creep, but also reflect the influence of the initial damage and the damage evolution on creep failure. The nonlinear least squares method is used to determine the parameters in the nonlinear creep damage model. The consistency between the experimental data and the predicted results indicates the applicability of the nonlinear damage model to accurately predict the creep deformation of the rocks with initial damage.


1983 ◽  
Vol 14 (3) ◽  
pp. 520-520 ◽  
Author(s):  
C. L. White ◽  
M. H. Yoo
Keyword(s):  

1994 ◽  
Vol 58 (3) ◽  
pp. 345-354 ◽  
Author(s):  
Shan-Tung Tu ◽  
Rui Wu ◽  
Rolf Sandström
Keyword(s):  

Author(s):  
Yu Zhou ◽  
Chen Xuedong ◽  
Fan Zhichao ◽  
Jie Dong

Creep failure is one of the most important failure modes in the design of hydroprocessing reactors at elevated temperatures, and the accurate prediction of the creep behavior in structural discontinuities is a critical issue for component design. A physically-based continnum damage mechanics (CDM) model was adopted to describe all three creep stages of 2.25Cr-1Mo-0.25V ferritic steel widely used in manufacturing modern hydroprocessing reactors. The material constants in the damage constitutive equations were identified using an efficient optimization scheme based on genetic algorithm (GA). The user-defined subroutine implementing the CDM model was developed using user programmable features (UPFs) in ANSYS. Three-dimensional finite element analysis of the hydroprocessing reactor was conducted to determine the critical regions, and the studies on the stress redistribution and the prediction of damage evolution in these regions during creep were carried out. The results show that FE modelling based on CDM theory can provide a good tool for creep design of complex engineering components.


1977 ◽  
Vol 103 (11) ◽  
pp. 1281-1294 ◽  
Author(s):  
John D. Nelson ◽  
Erik G. Thompson

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