Summary and Analysis of Transparent Soil Tests Technology

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Abstract:

Transparent soil is a kind of material that can be used to observe the internal deformation under different conditions which has the similar characteristics with natural soil. This paper introduced the optical principles and the preparation of raw materials used to composite transparent soil. Stated the development of the transparent soil and summarized the main innovation achievements of the research trials around domestic and foreign. This paper also indicated that the existed tests mainly contrary to transparent sand while transparent clay is rarely involved and then proposed the study ideals and views about transparent clay.

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Advanced Materials Research (Volumes 1073-1076)

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1684-1688

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Branby P L, Milligan G W E. Soil deformation near cantilever sheet pile. Geotechnique. 1975, 25(2): 175-195.

Google Scholar

[2] Kirpatrick W M, Belshaw D J. On interpretation of Triaxial Test. Geotechnique. 1968, 18(3): 336-350.

Google Scholar

[3] Y.X. She: Editorial Office of Site Investigation Science and Technology, Vol. 6. (2005), p.7(In chinese).

Google Scholar

[4] W. H Sui, Y Gao, J. Y Liu: Journal of China Coal Society, Vol. 4. (2011), p.577(In chinese).

Google Scholar

[5] Y. H Chen, C. H Qi, X. Q Wang, L Chen: Advance in Science and Technology of Water Resource, Vol. 6. (2011), p.67(In chinese).

Google Scholar

[6] M. X Wu. Study on Transparent Synthetic Sand its Triaxial Test. [D] Dalian: Dalian University of Technology, 2006. (In chinese).

Google Scholar

[7] Iskander M. Transparent soil to image 3D flow &deformation [A]. Proc. 2nd Int. Conf. On Imaging Technologies and Application in Civil Engineering [C]. New York: ASCE, 1998: 255-264.

Google Scholar

[8] Iskander M, Liu J, Sadek S. Transparent amorphous silica to model clay[J]. J. of Geot. & Geoenv. Eng., 2002, 128( 3): 262-273.

DOI: 10.1061/(asce)1090-0241(2002)128:3(262)

Google Scholar

[9] Allersma H. Photo-elastic stress analysis and strains in simple shear. Proc., Iutam Symposium on Deformation and Failure of Granular Materials P.A. Vermeer and H.J. Luger, eds., A.A. Balkema, Rotterdam, 1982: 345-353.

Google Scholar

[10] Konagai K, Tamura C, Rangelow P, Matsushima T. Laser-aided tomography: a tool for visualization of changes in the fabric of granular assemblage. Proc. of JSCE, No, 455I-21, Struct. Eng. Earthquake Eng., 1992, 9(3): 193-201.

DOI: 10.2208/jscej.1992.455_25

Google Scholar

[11] Mannheimer R, Slurries. You can see through. Technology Today, 1990, 3: 2.

Google Scholar

[12] Iskander M. A transparent material to model the geotechnical properties of soils [A]. Proceedings of ICSMFE [C]. Hamburg,Germany,1997: 315-319.

Google Scholar

[13] Iskander M. Transparent soils to image 3D flow & deformation[A]. Proc. 2nd Int. Conf. on Imaging Technologies: Techniques and Applicationsin Civil Engineering [C]. New York: ASCE, 1998: 255-264.

Google Scholar

[14] Welker A, Bowders J, Gilbert R. Applied research using transparent material with hydraulic properties similar to soil [J] Geotechnical Testing Journal, 1999, 22(3),: 266-270.

DOI: 10.1520/gtj11117j

Google Scholar

[15] Sadek S C. Soil structure interaction in transparent synthetic soils using digital image correlation [D] New. York: Polytechnic University, (2002).

Google Scholar

[16] Liu J. skander M. Modeling capacity of transparent soil [J]. Can. Geotech.J. 2010, 47(4): 451-460.

Google Scholar

[17] Stanier S A. Geotechnical modeling using a transparent synthetic soil[D]. Sheffield: University of Sheffield, (2006).

Google Scholar

[18] Ni Q, Hird C C, Guymer I. Physical modelling of pile penetration in clay using transparent soil and particle image velocimetry [ J]. Geotechnique, 2010, 60 (2) : 121-132.

DOI: 10.1680/geot.8.p.052

Google Scholar

[19] G. Q Kong, L Liu, H. L Liu, H Zhou: Chinese Journal of Geotechnical Engineering, Vol. 9. (2012), p.1(In chinese).

Google Scholar

[20] J. Z Sun, W. H Xiao: Journal of Wuhan University of Technology, Vol. 5. (2011), p.108(In chinese).

Google Scholar

[21] H. H Zhao, Y. N Ge, P. F Li: Northwestern Seismological Journal, Vol. 33. (2011), p.148(In chinese).

Google Scholar