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THE COMPACTION OF COLLAPSING LOESS SOILS BY COMPLEX TRIPLE TECHNOLOGY: WATERING, DEEP EXPLOSIONS, SOIL COLUMNS

Janusz Kozubal

First published: 2014-06-20https://doi.org/10.5593/sgem2014/b12/s2.113View metrics

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Title
THE COMPACTION OF COLLAPSING LOESS SOILS BY COMPLEX TRIPLE TECHNOLOGY: WATERING, DEEP EXPLOSIONS, SOIL COLUMNS
Authors
Janusz Kozubal
Proceedings
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Science and Technologies in Geology, Exploration and Mining, Vol. 14, Book 1, Volume 2
Publisher
Stef92 Technology
Year
2014
Pages
Not available yet
ISSN
1314-2704
ISBN
Not available yet
Language
en
Publication type
Conference Paper
Proceedings volume
14th International Multidisciplinary Scientific GeoConference SGEM 2014, Science and Technologies in Geology, Exploration and Mining, Vol. 14, Book 1, Volume 2 · Issue Book 1, Volume 2
References15
  1. Al-Rawas, A. A. (2000). State-of-the-Art Review of Collapsible Soils Science and Technology. Special Review, Sultan Qaboos University, 115-135.

  2. Ammar, A., & Khalid, B. (2004). Geotechnical aspects of loess in Kingdom of Saudi Arabia. JKAU Earth Sci vol 15 153-179.

  3. Bell, F.G., & Bruyn, I.A. (1997). Sensitive, expansive, dispersive and collapsive soils. Bulletin of the International Association of Engineering Geology, Paris, 56, 19 -38.

  4. Delage, P., Cui, Y., & Antoine, P. (2005). Geotechnical problems related with loess deposits in Northern France. Proceedings of International Conference on Problematic Soils, Eastern Mediterranean University, Famagusta, N. Cyprus.

  5. Denisov, N. (1951). Mechanical properties of loess and loams. Gosstroiizdat, Moscow, (in Russian).

  6. Dijkstra, T. A. (1994). The loess of north-central China: Geotechnical properties and their relations to slope stability. Engineering Geology, 36, 153171.

  7. Galay, B., Kozubal, J., & Steshenko, D. (2014). Loess improved by new type of soil columns with reliability assessment. Manuscript submitted for publication.

  8. Galay, B., & Steshenko, D. (2012). Recommendations on designing and arrangement of bored soil columns way in subsidence and soft soils. Stavropol , North Caucasus Federal University (in Russian).

  9. Houston, S. (1995). Foundations and pavements on unsaturated soils. Part 1: Collapsible soils. Proc. 1st Int. Conf. Unsaturated Soils UNSAT’95, Balkema, Paris, 14211439.

  10. Jehring, S. (2006). Engineering Geology problems in loess deposits. (www.geo.ttufreiberg.dee/oberseminar/oos06_07/Susannn_Jehring.pdf)

  11. Krynine, D. P., & Judd, W. R. (1957). Principles of engineering geology and geotechnics. New York, McGraw-Hill.

  12. Rezaiy, H., Lashkaripour, G. R., & Ghafoori, M. (2011). Engineering Geology Criteria for Evaluation and Classification of Loess in Golestan Province. J. Basic. Appl. Sci. Res., 1(12)2979-2986.

  13. Robertson, P., & Cabal, K. (2010). Guide to cone penetration testing for geotechnical engineering, 4th edition, Gregg.

  14. Rogers, J. D. (1998). Hydrocompression and hydroswell – new terms in the geotechnical dictionary. Star Publishing Company , Belmont, CA, Special Publication- Association Of Engineering Geologists, 8, 119-146.

  15. Rollins, K.M., & Rogers, G.W. (1994). Mitigation measures for small structures on collapsible alluvial soils. Journal of Geotechnical Engineering, 120: 1533-1553.

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