Density Calculation of Saturated Cohesive Soil under Different States in Ningbo Area

Abstract:

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Based on the elastic deformation theory, the formula to compute density of saturated cohesive soil in different states is derived by comparison of the strain stress relations in different states and conversions between soil parameters in three states. The density of saturated cohesive soil in Ningbo area under different states is measured by centrifugal model test. The feasibility of the computational method is verified compared with model test results. In practice, the corresponding density can be determined according to the moisture content variation of saturated cohesive soil so that waste of soil samples is avoided.

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Periodical:

Edited by:

Guangfan Li and Chaohe Chen

Pages:

343-347

DOI:

10.4028/www.scientific.net/AMM.275-277.343

Citation:

X. Yuan et al., "Density Calculation of Saturated Cohesive Soil under Different States in Ningbo Area", Applied Mechanics and Materials, Vols. 275-277, pp. 343-347, 2013

Online since:

January 2013

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$35.00

[1] Fanji Zhu. Municipal Engineering Technology Vol. 29 (2011), pp.128-132 (In Chinese).

[2] Huajia Qian: Geotechnical engineering principle and calculation (China Water Power Press, China 1996).

[3] Xiaofeng Wang. Site Investigation Science and Technology Vol. 6 (2009), pp.29-32 (In Chinese).

[4] Chengquan Gu. Hydrogeology and Engineering Geology Vol. 1 (2005), pp.34-36 (In Chinese).

[5] JianPing Jiang. Journal of Traffic and Transportation Engineering Vol. 7 (2007), pp.76-79 (In Chinese).

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