Undrained creep failure of a drainage canal slope stabilized with deep cement mixing columns
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Publication Details
Author list: Jamsawang P., Boathong P., Mairaing W., Jongpradist P.
Publisher: Springer
Publication year: 2016
Journal: Landslides (1612-510X)
Volume number: 13
Issue number: 5
Start page: 939
End page: 955
Number of pages: 17
ISSN: 1612-510X
eISSN: 1612-5118
Languages: English-Great Britain (EN-GB)
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Abstract
This paper presents an analysis of the slope failure of a Suvarnabhumi drainage canal during construction. The Suvarnabhumi drainage canal project includes a large drainage canal with a road on both sides. The width of the bottom of the drainage canal is 48.0 m, the depth of the drainage canal is 3.0 m, and the length of the drainage canal is 10.5 km. Because the project was constructed on very soft Bangkok clay, deep cement mixing (DCM) columns were employed to increase the stability of the excavated canal. The failure of the drainage canal slope occurred 25 days after the end of excavation. The field monitoring data show that lateral movement of the canal slope continuously increased with time, which caused failure due to the instability of the canal slope. The time-dependent deformation and undrained creep behavior of very soft clay was suspected to be the cause of the canal failure. A laboratory investigation of undrained creep behavior and a finite element analysis (FEA) using the soft soil creep (SSC) model were performed to confirm the causes of the canal failure. The results indicate that very soft clay specimens that are subjected to deviator creep stress levels of 70 and 100 % of the peak strength failed by creep rupture within 60 days and 8 min, respectively. The factor of safety for the canal slope, which was obtained from the FEA, shows significant reduction from the initial value of 1.710 to 1.045 within 24 days after the end of excavation due to the effect of undrained creep. This paper also describes a solution method that is applied to a new section of the canal. Field monitoring and an FEA of the new trial section were performed to prove the effectiveness of the solution method. ฉ 2015, Springer-Verlag Berlin Heidelberg.
Keywords
Undrained creep
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