Communications - Scientific Letters of the University of Zilina 2000, 2(3):48-51 | DOI: 10.26552/com.C.2000.3.48-51

Model of earthen foundation with reinforcement in a deep excavation

Andrzej Surowiecki1, Zenon Zamiar2
1 Institute of Civil Engineering, Wroc³aw University of Technology, Poland and Department of Military Engineering, T. Kosciuszko Military University, Wroc³aw, Poland
2 Department of Military Engineering, T. Kosciuszko Military University, Wroc³aw, Poland

In this paper, the results of model investigation of strength characteristics are discussed for the case of horizontally reinforced loose soil medium. The characteristics are then employed to create a model with vertical reinforcement. The vertical reinforcement has been proposed for the model of earthen foundation in a deep excavation whose bottom is subjected to displacement.

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Published: September 30, 2000  Show citation

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Surowiecki, A., & Zamiar, Z. (2000). Model of earthen foundation with reinforcement in a deep excavation. Communications - Scientific Letters of the University of Zilina, 2(3), 48-51. doi: 10.26552/com.C.2000.3.48-51
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    References

    1. DMITRUK, S., SUCHNICKA, H.; Geotechnology protection of output. Lecture of Wroc³aw University of Technology, Wroc³aw 1976 (in Polish)
    2. LONG, N.T., SCHLOSSER, F.; Principle of operation and behaviour of reinforced soil. Selected problems of geotechnology, Ossolineum, PAN-IBW, Wroc³aw, 1978, pp. 157-184 (in Polish)
    3. WI£UN, Z.; Epitomes of geotechnology. WKi£, Warszawa 1989.

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