Study on the Stress and Strain of EPS Silt Light-Weight Soil by Laboratory Test

Yong Feng; Yu Bin Pei

doi:10.4028/www.scientific.net/AMM.580-583.499

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Study on the Stress and Strain of EPS Silt...

Study on the Stress and Strain of EPS Silt Light-Weight Soil by Laboratory Test

Abstract:

EPS is silt mixing light-weight soil by expanded polystyrene, curing agent, mixture mixing and has a certain strength, lightweight synthetic packing. This article is based on laboratory test, using the uniaxial and triaxial compression test on the relationship between stress and strain, research has shown that the strain values are greatly influenced by the EPS content ratio, strength is mainly composed of cement mixing ratio control. Triaxial test results show that only when the cement mixing is larger, mixed soil shear strength characteristics with general soil has a great deal of similarity.

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Periodical:

Applied Mechanics and Materials (Volumes 580-583)

Pages:

499-502

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.580-583.499

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Online since:

July 2014

Authors:

Yong Feng*, Yu Bin Pei

Keywords:

EPS Silt Mixed Lightweight Soil, Laboratory Test, Stress and Strain

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References

[1] Kamaluddin, M., Balasubramanium A.S., Overconsolidated behavior of cement treated soft clay, Proceedings of Tenth Asian Regional Conference on Soil Mechanics and Foundation Engineering, DunodDunod , 2006, 44: 407-412.

Google Scholar

[2] Helene Tremblay, Serge Leroueil, Jacques Locat. Mechanical improvement and vertical yield stress prediction of clayed soils from eastern Canada treated with lime or cement, Canadian Geotechnical Journal, Canada, 2010, 92: 1753-1761.

DOI: 10.1139/t00-119

Google Scholar

[3] Tianshun Hou, Guangli Xu. Foam particle mixing lightweight soil triaxial stress - strain - pore pressure characteristics test [J]. China journal of highway, In Chinese, , 2009, 22(6): 10-17.

Google Scholar

[4] Tianshun Hou, Guangli Xu. Foam particle mixing lightweight soil shear strength characteristics of experimentalstudy[J]. Journal of China university of mining, In Chinese, 2010, 39(4): 534-540.

Google Scholar

[5] Jian Jiang, Zhanyou Luo, Tang Jie. Building sand mixing lightweight soil preparation technology and the orthogonal experiment research [J]. The Chinese and foreign road, In Chinese, 2010, 30(2): 200-204.

Google Scholar