undrained creep
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Model-based interpretation of undrained creep instability in loose sands

Géotechnique ◽  
2018 ◽  
Vol 68 (6) ◽  
pp. 504-517 ◽  
Author(s):  
F. Marinelli ◽  
F. Pisanò ◽  
C. Di Prisco ◽  
G. Buscarnera
Keyword(s):  
Model Based ◽  
Creep Instability ◽  
Undrained Creep

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
Keyword(s):  
Creep Failure ◽  
Drainage Canal ◽  
Undrained Creep

Undrained Creep Characteristics of Silty Sands and Comparative Study of Creep model

2012 ◽  
Vol 54 (1) ◽  
pp. 19-26 ◽  
Author(s):  
Tae-Ho Bong ◽  
Young-Hwan Son ◽  
Soo-Kack Noh ◽  
Jae-Sung Park
Keyword(s):  
Comparative Study ◽  
Creep Model ◽  
Creep Characteristics ◽  
Undrained Creep

Modified Singh-Mitchell Creep Model for EPS Composite Soil

2011 ◽  
Vol 311-313 ◽  
pp. 339-343 ◽  
Author(s):  
Hong Mei Gao ◽  
Guo Xing Chen
Keyword(s):  
Creep Test ◽  
Creep Behavior ◽  
Engineering Properties ◽  
Creep Model ◽  
Deviator Stress ◽  
Fill Material ◽  
Confining Pressures ◽  
Lightweight Fill ◽  
Eps Composite Soil ◽  
Undrained Creep

EPS composite soil is a new kind of lightweight fill material. Its engineering properties have been widely studied. However, the creep behavior has not been well investigated. In this study, triaxial undrained creep test is conducted on EPS composite soil regarding various confining pressures. Based on the testing results, a modified Singh-Mitchell creep model is established for EPS composite soil considering the influence of the deviator stress on the parameter m. Compared with the original Singh-Mitchell model, the modified creep model can well describe the creep behavior of EPS composite soil. It can provide references for engineers to design the project using EPS composite soil.

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