The Research on the Mechanical Properties of the same Curing Agent of Different Soil Dredged Mud

Xiao Yan Yang; Wen Bai Liu; Jia Jun Wang; Wen Hui Shi

doi:10.4028/www.scientific.net/AMR.800.181

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 800The Research on the Mechanical Properties of the...

The Research on the Mechanical Properties of the same Curing Agent of Different Soil Dredged Mud

Abstract:

Through confined compression test and direct shear test, studied the mechanical properties of the same curing agent of different soil dredged mud, compared the difference of the same curing agent of different soil dredged mud. By confined compression test, the compression modulus of clay, silty sand and silty soil dredged mud after curing increases by 603.7%, 529.0% , 603.7% respectively. By direct shear test, the shear strength of clay dredged mud after curing increases to infinity; silty sands shear strength after curing increases by 209.1% in average; silty soils shear strength increases after curing by 147.5% in average. The compression and shear resistance of this kind of special curing agent for clay is best, silty sand second, but for the silty soil only has a little effect.

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Periodical:

Advanced Materials Research (Volume 800)

Pages:

181-188

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.800.181

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Online since:

September 2013

Authors:

Xiao Yan Yang, Wen Bai Liu, Jia Jun Wang, Wen Hui Shi

Keywords:

Confined Compression Test, Curing Agent, Direct Shear Test, Dredged Mud, Mechanical Property

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References

[1] Tian Guanfeng, Tang Liansheng, The research on the the side of the stress of the soil under the unconfined compression conditions [J]. Rock and soil mechanics, 2012 (3) : 783-187.

Google Scholar

[2] Cao Liang, Liu Wenbai, LI Xiaozhao, Zhao Xiaobao, Zhang Hui, The analysis on the micromechanics characteristics and the morphology of the sand under unconfined compression [J]. Geological Review: 2011, 57 (4) : 591-599.

Google Scholar

[3] Ye Baihua, Direct shear test method and application analysis [J]. Civil foundation: 2012, 26 (3) : 109-111.

Google Scholar

[4] He Zhongrun, Wang Xiaochu, The analysis on the influencing factors of coarse grained soil direct shear tests [J]. Heilongjiang Water Conservancy Science and Technology: 2011, 39 (5) : 17-18.

Google Scholar

[5] Liu Jun, Xu Haibo, Zhuo Huiying, The analysis on the influencing factors of soil direct shear tests [J]. The project reconnaissance: 2010, (1) : 148-151.

Google Scholar