Dynamic Stress-Strain Relationship of Saturated Clay by Dynamic Triaxial Test

Jian Yi Yuan

doi:10.4028/www.scientific.net/AMR.250-253.3183

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 250-253Dynamic Stress-Strain Relationship of Saturated...

Dynamic Stress-Strain Relationship of Saturated Clay by Dynamic Triaxial Test

Abstract:

Subgrade diseases are exposed more and more serious with raising speed of existing railway in wide range. Fro the complexity of dynamic stress-strain relationship of soil, dynamic triaxial test was used to analyze .the dynamic mechanics behavior under cyclic train load for saturated soft clay in Yangtze Delta region. Compaction coefficient, confining pressure, dynamic shear strsss ratio, inputing stimulus and loading frequence were taken into account in test. The results show that the dynamic stress-strain curves of soil specimen are provided with prominent hysteretic characteristics and area surrounded by hysteretic curves gradually augment and slope of hysteretic curve decreases with the increase of dynamic shear train amplitude. The strong correlation exists between dynamical stress and strain.

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Periodical:

Advanced Materials Research (Volumes 250-253)

Pages:

3183-3186

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.250-253.3183

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Online since:

May 2011

Authors:

Jian Yi Yuan

Keywords:

Compaction Coefficient, Dynamic Stress-Strain Relationship, Dynamic Triaxial Test, Hysteretic Curve, Inputing Stimulus

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References

[1] Hung,H. H,Yang Y.B. Soil Dynamics and Earthquake Engineering,(2001)

Google Scholar

[2] Hirokazu Takemity, Shuhei Satonaka and wei-Ping xie. Structural Eng/Earthquake Eng, JSCE,(2001)

Google Scholar

[3] Han Zi-li, Zhang Qian-li. Journal of China Railway Science, In Chinese(2005)

Google Scholar

[4] Zhang Yun-qing. Journal of China Railway Science, In Chinese(2003)

Google Scholar

[5] Tang Yi-qun, Wang Yan-ling, Huang Yu. Journal of Tongji University, In Chinese(2004)

Google Scholar

[6] Chai J C, Miura N. Journal of Geotechnical and Geoenvironmental Engineering.(2002)

Google Scholar

[7] Li D. Selig E T. J Geotech.Eng,(1996)

Google Scholar

[8] Huang Mao-song, Li Jin-jun, Li Xing-zhao. Journal of Geotechnical Engineering, (2006)

Google Scholar

[9] Zhong Hui-hong, Tang Kang-min, Huang Mao-song. Journal of Southwest Jiaotong University, In Chinese(2002)

Google Scholar

[10] Gong Quan-mei, Wang Bing-long, Zhou Shun-hua. Journal of Tongji University, In Chinese(2006) Biography: YUAN Jianyi(1976-),Male, D.E. Associate Professor, Vice-dean,College of Civil Engineering Huangshi Institute of Technolgy, Specialized on geotechnical techniques and roadbed engineering. Address: College of civil engineering, Huangshi Institute of Technology, Hubei 435003 Email:jian_yuan8888@sohu.com Tel:13545505177 Fax number:0714-6358704

DOI: 10.12982/cmjs.2022.104

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