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Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper

Received: 1 August 2021     Accepted: 10 August 2021     Published: 18 August 2021
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Abstract

Direct shear test is a type of laboratory test which is used to determine shear strength parameters such as cohesion c (kPa) and angle of internal friction φ (°). For performing this test various conditions should be considered. The conditions are such that there must have constant vertical pressure at the top of the sample and the volume of the sample must be constant to estimate shear strength parameters of loose and dense soils. A constant horizontal displacement rate is utilized to determine shear strength parameters. The researchers also found some factors which control these shear strength parameters. These controlling factors are surface roughness, soil composition, the magnitude of normal loading, and moisture content. In the direct shear test, the surface thickness of the sample influences shear strength parameters. The researchers have given a different report based on their analysis. They showed the different modes of shear strength parameters in different conditions of sand, clay, soil, etc. for the interaction of soil structure. By mixing geo-membrane, geotextile, etc. with soil, sand, clay greatly affects shear strength parameters. When horizontal displacement is applied, vertical deformation of the shear plane of soil increases up to the yielding point of sand. The direct shear box contains a gap between the upper and lower ring but it is not constant. But, there are some drawbacks to their research. They did not show how shear strength parameters behave in silty clay. In this paper, a relative review of soil-structure interaction using silty clay is shown. In the direct shear test, cohesion is increased due to an increase in moisture content. To determine shear strength parameters, the conditions of silty clay are unsaturated. For this investigation, a shear box is used. Different loading is applied to see the deflection in a specific time interval.

Published in American Journal of Mechanical and Industrial Engineering (Volume 6, Issue 3)
DOI 10.11648/j.ajmie.20210603.11
Page(s) 34-38
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2021. Published by Science Publishing Group

Keywords

Silty Clay, Cohesion, Angle of Internal Friction, Shear Box, Direct Shear Test, Mohr-coulomb Criterion

References
[1] Darvishi, A. and Erken, A., “Effect of Polypropylene Fiber on Shear Strength Parameters of Sand.” Proceedings of the 3rd World Congress on Civil, Structural, and Environmental Engineering (CSEE’18), 2018. [DOI: 10.11159/icgre18.123].
[2] Skuodis, S.; Norkus, A., “Dirgeliene, N. and Rimkus, L., “Determining characteristic sand shear parameters of strength via a direct shear test.” Journal of Civil Engineering and Mnagement, Vol. 22, No. 2, 271-278, 2016.
[3] Ilori, A. O.; Udoh, N. E., and Umenge, J. I., “Determination of soil shear properties on a soil to concrete interface using a direct shear box apparatus.” International Journal of Geo-Engineering, 2017. (http://creativecommons.org/licenses/by/4.0/), [DOI 10.1186/s40703-017-0055-x].
[4] Liu, C.; Ho, Y. and Huang, J., “Large scale direct shear tests of soil/PET-yarn geogrid interfaces.” Geotextiles and Geomembranes 27, 19–30. 2009. [doi: 10.1016/j.geotexmem.2008.03.002].
[5] Abdelmagied, M. F., “Experimental study on shear strength parameters of soil mixed with glass fiber.” EJERS, European Journal of Engineering Research and Science Vol. 4, No. 6, June 2019.
[6] Noorzad, R. and Zarinkolaei, S. T. G., “Comparison of Mechanical Properties of Fiber-Reinforced Sand under Triaxial Compression and Direct Shear.” 1: 547–558, 2015. [DOI 10.1515/geo-2015-0041].
[7] Vlcek, J. and Valaskova, V., “Investigation of the Soil-Geosynthetic Interaction Using Direct Shear Testing and FEM Method.” Materials Science and Engineering 603, 052052, 2019. [doi: 10.1088/1757-899X/603/5/052052].
[8] Moayed, R. Z.; Alibolandi, M. and Alizadeh, A., “Specimen size effects on direct shear test of silty sands.” ISSN: 1938-6362 (Print) 1939-7879 (Online) Journal homepage: http://www.tandfonline.com/loi/yjge20, 2016.
[9] Abdi, M. R. and Gonbad, M. S. S., “Effect of roughness on soil-geogrid interaction in direct shear mode.” 11th National Congress on Civil Engineering, Iran, 2019.
[10] Yetimoglu, T. and Salbas, O., “A study on shear strength of sands reinforced with randomly distributed discrete fibers.” Geotextiles and Geomembranes 21, 103–110, 2003. [doi: 10.1016/S0266-1144(03)00003-7].
[11] Mohapatra, S. R.; Mishra, S. R.; Nithin, S. and Rajagopal, K., “Effect of box size on dilative behaviour of sand in direct shear test” Indian Geotechnical Conference IGC 2016, IIT Madras. Chennai, India, 15-17 December 2016.
[12] Jewell, R. A., and Wroth, C. P., “Direct Shear Tests on Reinforced Sand,” Geotectonics, Vol. 37, pp. 53–68, 1987.
[13] Tallah, N. and Khemissa, M., “Modelling of the Soil-Structure Interface Behavior by Direct Shear Tests under Monotonous Loading.”12th international congress on advances in civil engineering, Turkey, 2016.
[14] Hamidi, A.; Habibagahi, G. and Ajdari, M., “Shear behavior of shiraz silty clay determined using osmotic direct shear box” Kasetsart University, Thailand, ISBN 978-616-7522-77-7, 2011.
[15] Senatore, C. and Iagnemma, K. D., “Direct shear behaviour of dry, granular soils for low normal stress with application to lightweight robotic vehicle modelling.” Proceedings of the 17th ISTVS International Conference. Blacksburg, VA, USA. September 18-22, 2011.
[16] Nakao, T. and Fityus, S., “Direct Shear Testing of a Marginal Material Using a Large Shear Box.” Geotechnical Testing Journal, Vol. 31, No. 5, 2009.
[17] Dolzyk-Szypcio, K., “Direct Shear Test for Coarse Granular Soil.” International Journal of Civil Engineering, https://doi.org/10.1007/s40999-019-00417-2, 2019.
[18] Ahmad, A.; Hany, E. N. and Pedram, S., “Direct shear test of sandy soils interfaced with FRP sheets.” 2018.
[19] Amšiejus, J.; Dirgėlienė, N.; Norkus, A., “Analysis of methods for evaluation of soil shear strength parameters.” In The 10th International Conference “Modern Building Materials, Structures and Techniques”, 19–21 May 2010, Vilnius, Lithuania, 1077–1082, 2010.
[20] Palmeira, E. M., and Milligan, G. W. E., “Scale effects in direct shear tests on sand.” In Proceedings of the 12th international conference on soil mechanics and foundation engineering (Vol. 1, No. 1, pp. 739-742), (1989, August).
[21] Bishop, A. W., “The Principle of Effective Stress,” Teknisk Ukeblad, Vol. 106, No. 39: 859–863, 1959.
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  • APA Style

    Shah Alam. (2021). Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper. American Journal of Mechanical and Industrial Engineering, 6(3), 34-38. https://doi.org/10.11648/j.ajmie.20210603.11

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    ACS Style

    Shah Alam. Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper. Am. J. Mech. Ind. Eng. 2021, 6(3), 34-38. doi: 10.11648/j.ajmie.20210603.11

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    AMA Style

    Shah Alam. Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper. Am J Mech Ind Eng. 2021;6(3):34-38. doi: 10.11648/j.ajmie.20210603.11

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  • @article{10.11648/j.ajmie.20210603.11,
      author = {Shah Alam},
      title = {Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper},
      journal = {American Journal of Mechanical and Industrial Engineering},
      volume = {6},
      number = {3},
      pages = {34-38},
      doi = {10.11648/j.ajmie.20210603.11},
      url = {https://doi.org/10.11648/j.ajmie.20210603.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajmie.20210603.11},
      abstract = {Direct shear test is a type of laboratory test which is used to determine shear strength parameters such as cohesion c (kPa) and angle of internal friction φ (°). For performing this test various conditions should be considered. The conditions are such that there must have constant vertical pressure at the top of the sample and the volume of the sample must be constant to estimate shear strength parameters of loose and dense soils. A constant horizontal displacement rate is utilized to determine shear strength parameters. The researchers also found some factors which control these shear strength parameters. These controlling factors are surface roughness, soil composition, the magnitude of normal loading, and moisture content. In the direct shear test, the surface thickness of the sample influences shear strength parameters. The researchers have given a different report based on their analysis. They showed the different modes of shear strength parameters in different conditions of sand, clay, soil, etc. for the interaction of soil structure. By mixing geo-membrane, geotextile, etc. with soil, sand, clay greatly affects shear strength parameters. When horizontal displacement is applied, vertical deformation of the shear plane of soil increases up to the yielding point of sand. The direct shear box contains a gap between the upper and lower ring but it is not constant. But, there are some drawbacks to their research. They did not show how shear strength parameters behave in silty clay. In this paper, a relative review of soil-structure interaction using silty clay is shown. In the direct shear test, cohesion is increased due to an increase in moisture content. To determine shear strength parameters, the conditions of silty clay are unsaturated. For this investigation, a shear box is used. Different loading is applied to see the deflection in a specific time interval.},
     year = {2021}
    }
    

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  • TY  - JOUR
    T1  - Soil Structure Interaction Using Silt Clay by Direct Shear Test: A Review Paper
    AU  - Shah Alam
    Y1  - 2021/08/18
    PY  - 2021
    N1  - https://doi.org/10.11648/j.ajmie.20210603.11
    DO  - 10.11648/j.ajmie.20210603.11
    T2  - American Journal of Mechanical and Industrial Engineering
    JF  - American Journal of Mechanical and Industrial Engineering
    JO  - American Journal of Mechanical and Industrial Engineering
    SP  - 34
    EP  - 38
    PB  - Science Publishing Group
    SN  - 2575-6060
    UR  - https://doi.org/10.11648/j.ajmie.20210603.11
    AB  - Direct shear test is a type of laboratory test which is used to determine shear strength parameters such as cohesion c (kPa) and angle of internal friction φ (°). For performing this test various conditions should be considered. The conditions are such that there must have constant vertical pressure at the top of the sample and the volume of the sample must be constant to estimate shear strength parameters of loose and dense soils. A constant horizontal displacement rate is utilized to determine shear strength parameters. The researchers also found some factors which control these shear strength parameters. These controlling factors are surface roughness, soil composition, the magnitude of normal loading, and moisture content. In the direct shear test, the surface thickness of the sample influences shear strength parameters. The researchers have given a different report based on their analysis. They showed the different modes of shear strength parameters in different conditions of sand, clay, soil, etc. for the interaction of soil structure. By mixing geo-membrane, geotextile, etc. with soil, sand, clay greatly affects shear strength parameters. When horizontal displacement is applied, vertical deformation of the shear plane of soil increases up to the yielding point of sand. The direct shear box contains a gap between the upper and lower ring but it is not constant. But, there are some drawbacks to their research. They did not show how shear strength parameters behave in silty clay. In this paper, a relative review of soil-structure interaction using silty clay is shown. In the direct shear test, cohesion is increased due to an increase in moisture content. To determine shear strength parameters, the conditions of silty clay are unsaturated. For this investigation, a shear box is used. Different loading is applied to see the deflection in a specific time interval.
    VL  - 6
    IS  - 3
    ER  - 

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