Study on the Unload Interval Time of Thin Plate Penetration Test

Yu Feng Gao; Shuai He; Yuan Zhou; Shu Mao Wang

doi:10.4028/www.scientific.net/AMR.446-449.2275

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Study on the Unload Interval Time of Thin Plate...

Study on the Unload Interval Time of Thin Plate Penetration Test

Abstract:

The thin plate penetration test method was presented by Professor T.S. TAN for the determination of undrained strength in high water content sludge. Based on the method, a thin plate penetration test device is designed. Through the thin plate penetration indoor test of dredged sludge, the unload weight and interval time of this test method are studied. The results shows that: if the water content range of soil sample can be segmented, and determine the appropriate interval time for unloading in each segment of the water content range, the efficiency and accuracy of thin plate penetration test method can be improved.

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Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

2275-2278

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.2275

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Online since:

January 2012

Authors:

Yu Feng Gao, Shuai He, Yuan Zhou, Shu Mao Wang

Keywords:

Dredged Sludge, Thin Plate Penetration Test, Undrained Strength, Unload Interval Time

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References

[1] Z. Hong, S. Liu, S. Shen, T. Negami. Comparison in undrained shear strength between undisturbed and remolded Ariake clays. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2006, 132 (2):272-275.

DOI: 10.1061/(asce)1090-0241(2006)132:2(272)

Google Scholar

[2] Inoue T., Tan T.-S., and Lee S.L. An investigation of shear strength of slurry clay[J]. Soils and Foundations, 1990, 30 (4): 1-10.

DOI: 10.3208/sandf1972.30.4_1

Google Scholar

[3] Tan T.-S., Goh T.-C., Karunatne G.P., Inoue T. and Lee S.L. Yield Stress Measurment by a penetration Method. Canadian Geotechnical Journal, 1991, Vol.28, pp.517-522.

DOI: 10.1139/t91-068

Google Scholar