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Failure of frozen soils by high-pressure hydraulic jets in trench and pit construction

  • Construction Under Special Soil Conditions
  • Published:
Soil Mechanics and Foundation Engineering Aims and scope

Conclusions

  1. 1.

    For the free motion of the monitor in the cut being formed, the axis of the jet-forming nozzle should have an incline to the horizon. It was 35–45° for the range of variation in parameters under investigation.

  2. 2.

    The temperature of the working fluid does not affect the failure rate of the frozen soils.

  3. 3.

    The relationship between the pressure and cutting rate is nonlinear owing to a drop in the dynamic pressure of the jet in the fluid medium that surrounds it.

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Literature cited

  1. B. S. Fedorov, L. R. Petrosyan, and I. V. Rotaru, "Use of a high-pressure hydraulic jet to install foundations in the north," Osn., Fundam. Mekh. Gruntov, No. 2 (1983).

  2. F. Erdmann-Yesnitzer, A. M. Hassan, and H. A. Louis, "A study of the oscillation effects on the cleaning and cutting efficiency of high-speed water jets," Third International Symposium on Jet Cutting Technology, Paper C3, Chicago (1976), pp. 27–41.

  3. T. Yahiro and H. Yoshida, "On the characteristics of a high-speed water jet in the liquid and its utilization on induction grouting method," Second International Symposium on Jet Cutting Technology, Cambridge (1974), Paper 64, pp. 41–63.

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Additional information

Scientific-Research Institute of Bases and Underground Structures. Translated from Osnovaniya, Fundamenty i Mekhanika Gruntov, No. 5, pp. 25–27, September–October, 1985.

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Petrosyan, L.R., Mosin, V.D. Failure of frozen soils by high-pressure hydraulic jets in trench and pit construction. Soil Mech Found Eng 22, 194–197 (1985). https://doi.org/10.1007/BF01711564

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  • DOI: https://doi.org/10.1007/BF01711564

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