Submit an Article
Become a reviewer
O. V. Timofeev
O. V. Timofeev

Co-authors

Articles

Article
  • Date submitted
    1974-07-30
  • Date accepted
    1974-09-20

Ways of providing stability of mine workings

Article preview

Under the stability of mine workings is understood the preservation within a given period of time the required size and shape of its cross-section in accordance with the requirements of the rules of technical operation and safety. ...

How to cite: Timofeev O.V. Ways of providing stability of mine workings // Journal of Mining Institute. 1975. Vol. 67. Iss. 1. p. 161-165.
Article
  • Date submitted
    1973-07-27
  • Date accepted
    1973-09-22

Dependence of strength of layered material on adhesion and friction at contacts of layers

Article preview

Sedimentary rocks usually have a layered structure, and the strength characteristics at the contacts of layers (cohesion sk and angle of internal friction φk ) can vary from zero to their values in the material of the layer (cm and φm ).

How to cite: Timofeev O.V., Dashko R.E., Konokotov N.S. Dependence of strength of layered material on adhesion and friction at contacts of layers // Journal of Mining Institute. 1974. Vol. 64. Iss. 1. p. 34-39.
Article
  • Date submitted
    1973-07-26
  • Date accepted
    1973-09-23

Calculation of natural tension of fastening rods due to rock creep

Article preview

For the efficiency of metal locking rods, they are given an initial tension of about 3-4 tons. Reinforced concrete solid rods are usually installed without initial tension; and they work no less effectively than metal locking rods. Steel-polymer rods with locking plugs are installed with or without tension.

How to cite: Timofeev O.V. Calculation of natural tension of fastening rods due to rock creep // Journal of Mining Institute. 1974. Vol. 64. Iss. 1. p. 96-101.
Article
  • Date submitted
    1968-07-28
  • Date accepted
    1968-09-03

Bearing capacity of deep locks of wooden rods

Article preview

Wooden rods, which usually have a wedge-slot construction and possess low weight, low cost, ease of manufacture, non-deficiency of material, are rarely used. The reasons for this are the low bearing capacity of the deep lock of such rods, not exceeding 1 -1,5 tons, short life and low resistance to shear forces...

How to cite: Mordukhovich M.M., Timofeev O.V. Bearing capacity of deep locks of wooden rods // Journal of Mining Institute. 1969. Vol. 57. Iss. 1. p. 64-69.
Article
  • Date submitted
    1965-07-11
  • Date accepted
    1965-09-04

Influence of rod fasteners on stability of drifts in thick seams of weak coal (research on models).

Article preview

According to the current temporary instruction, it is recommended to use the rod fastening only in rocks of strength not lower than 3 (on the scale of M. M. Protodyakonov).According to preliminary calculations, the use of rod fastening in the drifts through thick coal seams, in particular, at the Kuzbass hydro-mines, should give a significant technical and economic effect. Since the coal strength factor of thick coal seams often does not exceed 0.3-0.5, and the coal mass is characterized by significant fracturing, it was necessary to justify the possibility of using the rod support in difficult conditions. In this connection it was necessary to reveal the character of deformation of weak fractured coal near the mine workings, secured with rod fasteners at different dip angles of seams ...

How to cite: Timofeev O.V., Ogorodnikov Y.N. Influence of rod fasteners on stability of drifts in thick seams of weak coal (research on models). // Journal of Mining Institute. 1966. Vol. 51. Iss. 1. p. 13-18.
Article
  • Date submitted
    1962-07-07
  • Date accepted
    1962-09-12

Calculation methodology of metal wedge-slot boom locks

Article preview

It is known that the strength of rod locks fixing is one of the most important conditions for the performance of the rod support. Soviet and foreign researchers differently define the parameters of metal wedge-slot boom locks. The use of such rods is considered expedient mainly in rocks of medium strength (with a coefficient of strength f according to M. M. Protodyakonov from 5 to 8) and to a lesser extent - in strong rocks (f from 8 to 12). However, to date there is no published methodology, simple and convenient for practical calculations.

How to cite: Timofeev O.V. Calculation methodology of metal wedge-slot boom locks // Journal of Mining Institute. 1963. Vol. 48. Iss. 1. p. 87-92.
Article
  • Date submitted
    1959-07-21
  • Date accepted
    1959-09-08

Tubular bar support with explosion lock formation

Article preview

Применение штанговой крепи для борьбы с пучением пород в гор­ных выработках на шахтах Донбасса показало, что обычные замки штанг не обеспечивают в глинистых породах надежного закрепления. Усилия вытягивания их при испытаниях не превышали 1—1,5 т, что для металлических штанг совершенно недостаточно. Поэтому для борьбы с пучением глин в выработках шахт Подмосковного бассейна авторами предложена металлическая трубчатая штанговая крепь.

How to cite: Emelyanov B.I., Demetriades G.K., Timofeev O.V. Tubular bar support with explosion lock formation // Journal of Mining Institute. 1959. Vol. 42. Iss. 1. p. 133-137.
Article
  • Date submitted
    1957-07-02
  • Date accepted
    1957-09-15

Destruction of rocks by large splinters at impact load application

Article preview

At present, there is an urgent need to create roadheaders for mining in medium and strong rocks. One of the possible solutions to this issue is the creation of a combine harvester that destroys rock by percussive method. Development of the design of the working body of such a machine is complicated by the insufficient study of rock destruction under impact load application and the lack of parameters necessary for design. For this reason there are still no satisfactory designs of impact mining machines, despite the fact that the first inventions in this field appeared more than a hundred years ago (for example, Penrice tunneling machine in 1856).

How to cite: Timofeev O.V. Destruction of rocks by large splinters at impact load application // Journal of Mining Institute. 1958. Vol. 36. Iss. 1. p. 156-168.