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Bearing Capacity Investigation of Silty Sandy Soil Layer Using Kunzelstab Test Cover

Bearing Capacity Investigation of Silty Sandy Soil Layer Using Kunzelstab Test

By: C. Kererat  
Open Access
|Jun 2016

References

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  2. Nanakerungsan, B., 1999. Foundation Engineering and Tunnelling. Changmai University, Thailand
  3. Kuvigidgraru, S., 1999. Soil Laboratory Testing. Library Nine Publishing, Bangkok, Thailand.
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  5. Sirisriphet, Y. and Santichaianant, K., 2015. “An Automatic Kunzelstab Penetration Test” In: 5th GEOINDO 2015 International Conference, Khon Kaen, Thailand.
  6. Geotechnical Engineering Research and Development (GERD), 2000, The Report Strength of Soil Layer in Footing Area. Kasetsart University, Bangkok, Thailand.
  7. Kaewwiset, N., Wiphathin, W. and Sootkhan, K., 2010. “The Correlation Between Engineering Properties of KKU soil and Results of Kunzelstab Penetration Test”, B.Eng. Project, Khon Kaen University, Khon Kaen, Thailand.
  8. Chanjeawchai, P., 2012. “Relationship between Kunzelstab number and unconfined compressive strength for stiff Chiang Mai clay”, B.Eng. Project, Chiang Mai University, Chiang Mai, Thailand.
  9. Ornura, T., 2012. “Relationship Between Kunzelstab Number and SPT Number for Stiff Chiang Mai Clay”, B.Eng. Project, Chiang Mai University, Chiang Mai, Thailand.
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  13. Kuvigidgraru, S., 2001. Soil Investigation: Boring, Sampling and Field Test. Kasetsart University Press, Bangkok, Thailand.
  14. Kererat, C., 2012. “Manual of soil mechanics laboratory” Rajamangala University of Technology Rattanakosin, Prachuap Khirikhan.
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Language: English
Page range: 57 - 61
Submitted on: Mar 9, 2016
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Accepted on: Apr 12, 2016
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Published on: Jun 11, 2016
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year

© 2016 C. Kererat, published by University of Oradea, Civil Engineering and Architecture Faculty
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.