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ONE OF THE GEOTECHNICAL TECHNOLOGIES TO STRENGTHEN THE FOUNDATION BASE IN CONSTRAINT ENVIRONMENT IN THE ADDITION OF 4 FLOORS

N. S. Sokolov

First published: 2018-06-20https://doi.org/10.5593/sgem2018/1.2/s02.065View metrics

Abstract

Electric discharge technology (EDT) has ample opportunities in the field of geotechnical construction. It has a number of technological advantages. EDT bored piles have increased bearing capacity both for the soil and for the material due to the maximum inclusion of the surrounding soil in the combined action. Unlike other types of piles, the cross section of an EDT pile has additional areas of cementation and compaction. Due to these areas, specific bearing capacity for the soil of these piles exceeds the bearing capacity of other types of piles by two or more times. This property is especially important in the object rebuilding in case of the addition of floors. When using EDT piles, the number of additional floors can be increased by several times compared to other types of bored piles with the same parameters (diameter, depth). This paper contains an example of application of EDT bored piles in the addition of four floors to the two-story public building. This paper is a review.

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Publication details

Title
ONE OF THE GEOTECHNICAL TECHNOLOGIES TO STRENGTHEN THE FOUNDATION BASE IN CONSTRAINT ENVIRONMENT IN THE ADDITION OF 4 FLOORS
Authors
N. S. Sokolov
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 18th International Multidisciplinary Scientific GeoConference SGEM2018, Science and Technologies in Geology, Exploration and Minining
Publisher
STEF92 Technology
Year
2018
Pages
513-522
SWS Citekey
Sokolov20182513522
ISSN
1314-2704
ISBN
978-619-7408-36-2
Language
en
Publication type
Conference Paper
Keywords
References6
  1. Sokolov, N.S. (2017). Foundations of Increased Bearing Capacity Using Bored – EDT with Multiple Extensions. Housing Construction, 9, 25-29.

  2. Miao, L., J. Han, W. Lv, and F. Wang (2014). Benefits of Geosynthetic Reinforcement in Widening of Embankments Subjected to Foundation Differential Settlement. Geosynthetics International, 21 (5), 1-12. [http://dx.doi.org10.1680/gein.14.00019]

  3. Bao, X., Morikawa, Y., Kondo, Y., Nakamura, K., Zhang, F.. Shaking table test on reinforcement effect of partial ground improvement for group-pile foundation and its numerical simulation. Soils and Foundations, 52 (6), 2012, 1043-1061 [DOI: 10.1016/j.sandf.2012.11.020]

  4. Kim, H.J., J. Ham, K.T. Park, and W.S. Hwang (2016). Experimental Study of the Behavior of Circular Column-Foundation Connections according to the Internal Reinforcement of the Column. International Journal of Steel Structures. 16 (3), 877-885.

  5. SNiP 3.02.01-87, Earthworks, Foundations and Bases. (2012). Ministry of Regional Development of Russia. [http://docs.cntd.ru/document/5200242]

  6. SNiP 12-01-2004, Organization of Construction, Federal State Unitary Enterprise Center for Design Products in Construction. (2004). [http://docs.cntd.ru/document/1200036460]

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Number of times cited according to Crossref: 5

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