Failure prediction of normally consolidated clays using stress paths of consolidated undrained tests

Jong R. Kim; Galym Zhumabekov; Dias Bakhtiyarov; Dilmurat Saliyev

doi:10.4028/www.scientific.net/AMR.911.499

Failure prediction of normally consolidated clays using stress paths of consolidated undrained tests

Jong R. Kim, Galym Zhumabekov, Dias Bakhtiyarov, Dilmurat Saliyev

Department of Civil and Environmental Engineering

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

A new method of stability evaluation of the stage-constructed embankment on soft ground using stress path is developed and presented in this paper. A series of CU tests was carried out to develop the new method to evaluate the stability of soft ground. A new concept of stability index (SI) is defined with stress path. The effective stress path (ESP) line approaches to the K_f line gradually along the same direction to a certain point, then the direction changes and approaches to the K_f line rapidly. The potential of failure increases swiftly when SI is less than 0.4, and the value of SI=0.4 could be assumed as a representative value to evaluate the potential of failure for the tested material.

Original language	English
Title of host publication	Key Engineering Materials - Development and Application
Publisher	Trans Tech Publications
Pages	499-503
Number of pages	5
ISBN (Print)	9783038350668
DOIs	https://doi.org/10.4028/www.scientific.net/AMR.911.499
Publication status	Published - Jan 1 2014
Event	4th International Conference on Key Engineering Materials, ICKEM 2014 - Bali, Indonesia Duration: Mar 22 2014 → Mar 23 2014

Publication series

Name	Advanced Materials Research
Volume	911
ISSN (Print)	1022-6680

Other

Other	4th International Conference on Key Engineering Materials, ICKEM 2014
Country	Indonesia
City	Bali
Period	3/22/14 → 3/23/14

Keywords

CU test
Embankment on soft ground
Potential of failure
Stability evaluation
Stability index (SI)
Stress path

ASJC Scopus subject areas

Engineering(all)

Access to Document

10.4028/www.scientific.net/AMR.911.499

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Cite this

Kim, J. R., Zhumabekov, G., Bakhtiyarov, D., & Saliyev, D. (2014). Failure prediction of normally consolidated clays using stress paths of consolidated undrained tests. In Key Engineering Materials - Development and Application (pp. 499-503). (Advanced Materials Research; Vol. 911). Trans Tech Publications. https://doi.org/10.4028/www.scientific.net/AMR.911.499

Failure prediction of normally consolidated clays using stress paths of consolidated undrained tests. / Kim, Jong R.; Zhumabekov, Galym; Bakhtiyarov, Dias; Saliyev, Dilmurat.

Key Engineering Materials - Development and Application. Trans Tech Publications, 2014. p. 499-503 (Advanced Materials Research; Vol. 911).

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Kim, JR, Zhumabekov, G, Bakhtiyarov, D & Saliyev, D 2014, Failure prediction of normally consolidated clays using stress paths of consolidated undrained tests. in Key Engineering Materials - Development and Application. Advanced Materials Research, vol. 911, Trans Tech Publications, pp. 499-503, 4th International Conference on Key Engineering Materials, ICKEM 2014, Bali, Indonesia, 3/22/14. https://doi.org/10.4028/www.scientific.net/AMR.911.499

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