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IN SITU DETERMINATION OF THE CALIFORNIA BEARING RATIO OF PAVEMENT SUBGRADE

Decky, Martin, Remisova, Eva, Hajek, Matej, Pitonak, Martin

First published: 2016-06-28https://doi.org/10.5593/sgem2016/b11/s02.108View metrics

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Publication details

Title
IN SITU DETERMINATION OF THE CALIFORNIA BEARING RATIO OF PAVEMENT SUBGRADE
Authors
Decky, Martin, Remisova, Eva, Hajek, Matej, Pitonak, Martin
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 16th International Multidisciplinary Scientific GeoConference SGEM2016, Science and Technologies in Geology, Exploration and Mining
Publisher
Stef92 Technology
Year
2016
Pages
855-862
ISSN
1314-2704
ISBN
978-619-7105-55-1
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References20

  1. ASTM D1883: 1999, Standard Test Method for CBR (California Bearing Ratio) of Laboratory Compacted Soils. ASTM, 1999.

  2. BS 1377 Methods of test for soils for civil engineering purposes - Part 7.Shear strength tests (total stress). BSI, 1990.

  3. STN 72 1015 Laboratory determination of earth compactibility, 1988.

  4. STN 72 1016 Laboratory determination of the California Bearing Ratio of soils, 1992.

  5. Clegg, B., Impact Soil Tester, viewed 30.4.2015, http://www.clegg.com.au/infor- mation_list12.asp.

  6. Decký, M., Remišová, E., Mečár, M., Bartuška, L., Lizbetinc, J., Drevený, I., In situ Determination of Load Bearing Capacity of Soils on the Airfields. In Journal Procedia Earth and Planetary Science, p. 11-18, DOI: 10.1016/j.proeps.2015.08.004, ISSN 1878- 5220.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  7. Lahuta, H. , Cihlářová, D., Experience with mathematical modeling in program p laxis: design and assessment of retaining walls. In: Conference proceedings 12th International Multidisciplinary Scientific GeoConference & EXPO SGEM 2012. Bulgaria: STEF92 Technology Ltd., Sofia, 2012, s. 87-94. ISSN 1314-2704.

  8. Ziaudidin A. Kkan at al ., In Field and laboratory assessment of the Clegg hammer – CBR Correlation. In The fourth Saudi Engineering conference, Nov. 1995-Volume II, p.339-345 (1995).

  9. Fairbrother, S., Mcgregor, R., Alekrandrov, I., Development of a Correlation: Equation between Clegg Impact Values and California Bearing ratio for In-Field Strength Assesment of Forest Road Subgrades (2010). http://frec.vt.edu/cofe/documents/2010/Fairbrother_McGregor_Aleksandrov_CIV_CBR .pdf, 29.3.2011.

  10. Drusa, M.: Improvement in evaluation of neogenous soils by CPT testing. In Proceeding of 12th international multidisciplinary scientific geoconference. 17-23, June 2012, Albena, Bulgaria. Sofia: STEF92 Technology, 2012, pp. 151-158, ISSN 1314- 2704. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016 16th International Scientific GeoConference SGEM2016 www.sgem.org

  11. ASTM D1883: 1999, Standard Test Method for CBR (California Bearing Ratio) of Laboratory Compacted Soils. ASTM, 1999.

  12. BS 1377 Methods of test for soils for civil engineering purposes - Part 7.Shear strength tests (total stress). BSI, 1990.

  13. STN 72 1015 Laboratory determination of earth compactibility, 1988.

  14. STN 72 1016 Laboratory determination of the California Bearing Ratio of soils, 1992.

  15. Clegg, B., Impact Soil Tester, viewed 30.4.2015, http://www.clegg.com.au/infor- mation_list12.asp.

  16. Decký, M., Remišová, E., Mečár, M., Bartuška, L., Lizbetinc, J., Drevený, I., In situ Determination of Load Bearing Capacity of Soils on the Airfields. In Journal Procedia Earth and Planetary Science, p. 11-18, DOI: 10.1016/j.proeps.2015.08.004, ISSN 1878- 5220.

    View DOICrossrefGoogle ScholarWeb of ScienceScopusOpenCitations

  17. Lahuta, H. , Cihlářová, D., Experience with mathematical modeling in program p laxis: design and assessment of retaining walls. In: Conference proceedings 12th International Multidisciplinary Scientific GeoConference & EXPO SGEM 2012. Bulgaria: STEF92 Technology Ltd., Sofia, 2012, s. 87-94. ISSN 1314-2704.

  18. Ziaudidin A. Kkan at al ., In Field and laboratory assessment of the Clegg hammer – CBR Correlation. In The fourth Saudi Engineering conference, Nov. 1995-Volume II, p.339-345 (1995).

  19. Fairbrother, S., Mcgregor, R., Alekrandrov, I., Development of a Correlation: Equation between Clegg Impact Values and California Bearing ratio for In-Field Strength Assesment of Forest Road Subgrades (2010). http://frec.vt.edu/cofe/documents/2010/Fairbrother_McGregor_Aleksandrov_CIV_CBR .pdf, 29.3.2011.

  20. Drusa, M.: Improvement in evaluation of neogenous soils by CPT testing. In Proceeding of 12th international multidisciplinary scientific geoconference. 17-23, June 2012, Albena, Bulgaria. Sofia: STEF92 Technology, 2012, pp. 151-158, ISSN 1314- 2704. 16th International Scientific GeoConference SGEM2016 www.sgem.org 16th International Multidisciplinary Scientific GeoConference SGEM 2016 16th International Scientific GeoConference SGEM2016 www.sgem.org

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