Model Test Studies of the Mechanical Properties of Pile - Soil Interface

Cheng Hua Wang; Kui Jin; Chuan Zhan

doi:10.4028/www.scientific.net/AMM.392.904

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 392Model Test Studies of the Mechanical Properties of...

Model Test Studies of the Mechanical Properties of Pile - Soil Interface

Abstract:

The study of the mechanical properties of pile-soil interface is an important aspect to research the vertical bearing behavior of piles. Currently special direct shear tests and special simple shear tests are usually used to study the mechanical properties of soil-structure interface. But those tests have shortcomings of difficulty in simulating the force properties of complex interface. In this paper, the mechanical properties of different interface between soil and concrete surface were studied through the large-scale direct shear tests.

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Periodical:

Applied Mechanics and Materials (Volume 392)

Pages:

904-908

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.392.904

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Online since:

September 2013

Authors:

Cheng Hua Wang, Kui Jin, Chuan Zhan

Keywords:

Direct Shear Test, Large Scale, Model Test, Pile-Soil Interface

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References

[1] L. M. Hu, J. L. Pu. Testing and modeling of soil-structure interface [J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2004, 130(8): 851-860.

DOI: 10.1061/(asce)1090-0241(2004)130:8(851)

Google Scholar

[2] T. H. Lu, W. Wang and X.N. Wang. Experimental study on soil-structure contact surface behavior by improved direct shear tests[J]. Journal of Shenyang Jianzhu University, 2006, 22(1): 82-85. (In Chinese).

Google Scholar

[3] K. Peng, J. G. Zhu and D. Zhang , et. al. Study of mechanical behaviors of interface between coarse-grained soil and concrete by simple shear test[J]. Chinese Journal of Rock Mechanics and Engineering. 2010, 29(9): 1893-1900. (In Chinese).

Google Scholar

[4] Ministry of Housing and Urban-Rural Construction of the People's Republic of China. GB 50007-2011. Code for design of concrete structures. Beijing: China Architecture & Building Press, 2011. (In Chinese).

Google Scholar

[5] Ministry of Construction of the People's Republic of China. JGJ106-2003. Technical code for testing of building foundation piles. Beijing: China Architecture & Building Press, 2003. (In Chinese).

Google Scholar