Journal of Civil, Construction and Environmental Engineering

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Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh

Received: Feb. 19, 2019    Accepted: Mar. 26, 2019    Published: May 11, 2019
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Abstract

This paper aims at introducing the Fall Cone Test (FCT) to obtain the shear strength of clayey soils and reveals its applicability by comparing the results obtained from that of Unconfined Compression Test (UCT). Furthermore, the liquid and plastic limit obtained from Casagrande method also compared with that obtained from FCT. For these, soils were collected from Godagari, Tanore, and Nauhata from Rajshahi District (RD). At first, Hydrometer analysis was performed in each soil to know the physical properties. Then Atterberg Limit test was carried out by considering Casagrande Method. After that UCT was shown in each land to find the shear strength of the clay soils. Lastly, FCT was conducted to find out the shear strength, LL and PL. FCT shows a lower amount of liquid and plastic limit than the values measured in the Casagrande Method except plastic limit for Tanore for FCT whereas Godagari shows the higher value of shear strength considering FCT. This research can be concluded with further research should be conducted to ensure its accuracy. On the other hand, it can be drawn which soil have more consistency and shear strength considering others.

DOI 10.11648/j.jccee.20190401.13
Published in Journal of Civil, Construction and Environmental Engineering ( Volume 4, Issue 1, February 2019 )
Page(s) 28-34
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), 2024. Published by Science Publishing Group

Keywords

Fall Cone Test, Unconfined Compression Test, Casagrande Method, Consistency Behavior, Shear Strength

References
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[2] Sivakumar, V., Glynn, D., Cairns, P. and Black, J. P. (2009). "A New Method of Measuring Plastic Limit of Fine Materials". Geotechnique, Vol. 59, No. 10, pp. 813-823, DOI: 10.1680/geot.2009.59.10.813.
[3] Wood, D. M., and Worth, C. P. (1978). "The use of Cone Penetrometer to Determine the Plastic Limit of Soils". Journal of Ground Engineering, Vol. 11, No. 3, p. 37, ISSN: 0017-4653.
[4] Wood D. M. (1985), "Some Fall Cone Tests". Geotechnique, Vol. 35, No. 1, pp. 64- 68, DOI: 10.1680/geot.1985.35.1.64.
[5] Feng, T. W. (2004). "Using Small Ring and Fall Cone to Determine the Plastic Limit". Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 130, No. 6, pp. 630-635, DOI: 10.1061/(ASCE)1090-0241(2004)130%3A6(630).
[6] Wasti, Y. and Bezirci, M. H. (1986). "Determination of the Consistency Limits of Soils by the Fall Cone Test". Canadian Geotechnical Journal, Vol. 23, No. 2, pp. 241-246, DOI: 10.1139/t86-033.
[7] Harrison, J. A. (1988). "Using the BS Cone Penetrometer for the Determination of the Plastic Limits of Soils". Geotechnique, Vol. 38, No. 3, pp. 433-438, DOI: 10.1680/geot.1988.38.3.433.
[8] Koumoto, T., and Houlsby, G. T. (2001). "Theory and Practice of the Fall Cone Test ". Geotechnique, Vol. 51, No. 8, pp. 701-712, DOI: 10.1680/geot.2001.51.8.701.
[9] Muntohar A. S. and Hashim (2005). "Determination of Plastic Limits of Soils Using Cone Penetrometer: Re-Appraisal". Jurnal Teknik Sipil, Vol. 11, No. 2.
[10] Rashid, A. S. B. A. (2005). "Determination of Plastic Limit of Soil using Modified Cone Penetration Method". M.Sc. Thesis, Univ. of Malaysia.
[11] Prakash, K. and Sridharan, A. (2006). "Critical Appraisal of the Cone Penetration Method of Determining Soil Plasticity". Canadian Geotechnical Journal, Vol. 43, No. 8, pp. 884-888, DOI: 10.1139/t06-043.
[12] Ying, G., and Wang, Q, (2009). "Experimental Research on Fall Cone Test to Determine Liquid Limit and Plastic Limit of Silts". Journal of Rock and Soil Mechanics, Vol. 30, No. 9, pp. 2569–2574.
[13] Christaras, B. (1991). “A comparison of the Casagrande and fall cone penetrometer methods for liquid limit determination in marls from Crete, Greece”. Engineering Geology, ELSEVIER, Vol. 31, No. 2, pp. 131-142, DOI: 10.1016/0013-7952(91)90002-3.
[14] Spagnoli. G. (2012). “Comparison between Casagrande and drop-cone methods to calculate liquid limit for pure clay”. Canadian Journal of Soil Science, Vol. 92, No. 6, pp. 859-864, DOI: 10.4141/cjss2012-011.
[15] Hrubesova, E., Lunackova, B., and Brodzki. O. (2016). “Comparison of Liquid Limit of Soils Resulted from Casagrande Test and Modified Cone Penetrometer Methodology”. Procedia Engineering, ELSEVIER, Vol. 142, pp. 364-370, DOI: 10.1016/j.proeng.2016.02.063.
[16] Namdar, A. (2008). "Identification of Mixed Soil Characteristics by Application of Laboratory Tests". Electronic Journal of Geotechnical Engineering, EJGE, Vol. 14, Bund.
[17] Houlsby, G. T. (1982). "Theoretical Analysis of Fall Cone Tests". Geotechnique, Vol. 32, No. 2, pp. 111-118, DOI: 10.1680/geot.1982.32.2.111.
[18] Sariosseiri, F., and Muhunthan, B. (2008). “Geotechnical Properties of Palouse Loess Modified with cement Kiln Dust and Portland Cement”. GeoCongress, ASCE, DOI: 10.1061/40972(311)12.
[19] Lawrence, D. M. (1980). "Some properties associated with Kaolinite soils". M.Sc. Thesis, Cambridge University, UK.
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Cite This Article
  • APA Style

    Ankur Nandy, Noosrat Rashid, Md. Ashikuzzaman, Syed Abdul Mofiz. (2019). Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh. Journal of Civil, Construction and Environmental Engineering, 4(1), 28-34. https://doi.org/10.11648/j.jccee.20190401.13

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    ACS Style

    Ankur Nandy; Noosrat Rashid; Md. Ashikuzzaman; Syed Abdul Mofiz. Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh. J. Civ. Constr. Environ. Eng. 2019, 4(1), 28-34. doi: 10.11648/j.jccee.20190401.13

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    AMA Style

    Ankur Nandy, Noosrat Rashid, Md. Ashikuzzaman, Syed Abdul Mofiz. Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh. J Civ Constr Environ Eng. 2019;4(1):28-34. doi: 10.11648/j.jccee.20190401.13

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  • @article{10.11648/j.jccee.20190401.13,
      author = {Ankur Nandy and Noosrat Rashid and Md. Ashikuzzaman and Syed Abdul Mofiz},
      title = {Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {4},
      number = {1},
      pages = {28-34},
      doi = {10.11648/j.jccee.20190401.13},
      url = {https://doi.org/10.11648/j.jccee.20190401.13},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.jccee.20190401.13},
      abstract = {This paper aims at introducing the Fall Cone Test (FCT) to obtain the shear strength of clayey soils and reveals its applicability by comparing the results obtained from that of Unconfined Compression Test (UCT). Furthermore, the liquid and plastic limit obtained from Casagrande method also compared with that obtained from FCT. For these, soils were collected from Godagari, Tanore, and Nauhata from Rajshahi District (RD). At first, Hydrometer analysis was performed in each soil to know the physical properties. Then Atterberg Limit test was carried out by considering Casagrande Method. After that UCT was shown in each land to find the shear strength of the clay soils. Lastly, FCT was conducted to find out the shear strength, LL and PL. FCT shows a lower amount of liquid and plastic limit than the values measured in the Casagrande Method except plastic limit for Tanore for FCT whereas Godagari shows the higher value of shear strength considering FCT. This research can be concluded with further research should be conducted to ensure its accuracy. On the other hand, it can be drawn which soil have more consistency and shear strength considering others.},
     year = {2019}
    }
    

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  • TY  - JOUR
    T1  - Comparative Study of Consistency Behavior and Shear Strength of Clayey Soils of Rajshahi District, Bangladesh
    AU  - Ankur Nandy
    AU  - Noosrat Rashid
    AU  - Md. Ashikuzzaman
    AU  - Syed Abdul Mofiz
    Y1  - 2019/05/11
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    N1  - https://doi.org/10.11648/j.jccee.20190401.13
    DO  - 10.11648/j.jccee.20190401.13
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 28
    EP  - 34
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20190401.13
    AB  - This paper aims at introducing the Fall Cone Test (FCT) to obtain the shear strength of clayey soils and reveals its applicability by comparing the results obtained from that of Unconfined Compression Test (UCT). Furthermore, the liquid and plastic limit obtained from Casagrande method also compared with that obtained from FCT. For these, soils were collected from Godagari, Tanore, and Nauhata from Rajshahi District (RD). At first, Hydrometer analysis was performed in each soil to know the physical properties. Then Atterberg Limit test was carried out by considering Casagrande Method. After that UCT was shown in each land to find the shear strength of the clay soils. Lastly, FCT was conducted to find out the shear strength, LL and PL. FCT shows a lower amount of liquid and plastic limit than the values measured in the Casagrande Method except plastic limit for Tanore for FCT whereas Godagari shows the higher value of shear strength considering FCT. This research can be concluded with further research should be conducted to ensure its accuracy. On the other hand, it can be drawn which soil have more consistency and shear strength considering others.
    VL  - 4
    IS  - 1
    ER  - 

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Author Information
  • Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

  • Department of Civil Engineering, Rajshahi University of Engineering & Technology, Rajshahi, Bangladesh

  • Section