Formation of wells for underground engineering communications by a screw working body

Authors

DOI:

https://doi.org/10.32347/tit2141.0206

Keywords:

trenchless laying of communications, horizontally directed well, soil, resistance forces, soil puncture, power plants, screw working body

Abstract

A new method of creating soil cavities for trenchless laying of underground utilities with the help of a screw working body is proposed. The calculated dependences are obtained and the estimation for practical implementation is given.

References

Пенчук В.А. (1985). Винтовые сваи и анкера для опор. Киев, Будівельник, 96.

Железков В.Н. (2004). Винтовые сваи в энергетической и других отраслях строительства. СПб, Прагма, 128.

Пенчук В.А. (2010). Винтовые сваи и анкера для опор: монография. Донецк, Изд-во Ноулидж, 179.

Лебедев С.В. (2012). Обоснование оптимальных параметров винтовых анкеров и редуктора привода вращения. Дисс. канд. техн. наук: 05.05.04, Новочеркасск. 206.

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Published

2021-07-15

How to Cite

Suponev, V., & Rugulin, V. (2021). Formation of wells for underground engineering communications by a screw working body . Transfer of Innovative Technologies, 4(1), 63–65. https://doi.org/10.32347/tit2141.0206

Issue

Vol 4, No 1 (2021): According to the VII International scientific and practical conference Transfer of Innovative Technologies 2021

Section

Mechanical Engineering

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