Analytical Research of the Stress-Deformed State in the Rock Massif around Faulting

被引：27
|
作者：
Lozynskyi, Vasyl [1 ]
Saik, Pavlo [1 ]
Petlovanyi, Mykhailo [1 ]
Sai, Kateryna [1 ]
Malanchuk, Yevhenii [2 ]
机构：
[1] Natl Min Univ, Underground Min Dept, 19 Yavornytskoho Ave, UA-49005 Dnipro, Ukraine
[2] Natl Univ Water Management & Nat Resources Use, Dept Automat Elect Engn & Comp Integrated Technol, 11 Soborna St, UA-33028 Rivne, Ukraine
来源：
INTERNATIONAL JOURNAL OF ENGINEERING RESEARCH IN AFRICA | 2018年 / 35卷
关键词：
Rock Massif; Geological Fault; Hanging and Foot Walls; Stress-Deformed State;
D O I：
10.4028/www.scientific.net/JERA.35.77
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
In this paper, the geological faults in the zone of stable geodynamic and tectonic activity are studied. The purpose of the analytical research is to establish regularities of rock pressure in the hanging and foot walls of the geological fault and its influence on the state-deformed state of the rock massif. Comprehensive methodology that included analytical calculation will be implemented in the work. Taking into account the complexity of determining the stress-deformed state of the rocks, evaluation method of tension is adopted. Results of previously conducted computer modeling results are compared with analytic data. Conclusions regarding the implementation of the offered method are made on the basis of undertaken investigations. The obtained results with sufficient accuracy in practical application will allow consume coal reserves in the faulting zones.
引用
收藏
页码：77 / 88
页数：12
相关论文
共 50 条
  • [1] ON STRESS-DEFORMED STATE OF ROCK MASS
    Driban, Viktor
    [J]. SGEM 2008: 8TH INTERNATIONAL SCIENTIFIC CONFERENCE, VOL II, CONFERENCE PROCEEDINGS, 2008, : 493 - 498
  • [2] DYNAMICAL MODEL FOR EVOLUTION OF ROCK MASSIVE STATE AS A RESPONSE ON A CHANGING OF STRESS-DEFORMED STATE
    Hachay, O. A.
    Khachay, A. Y.
    [J]. ADVANCES IN HETEROGENEOUS MATERIAL MECHANICS 2011, 2011, : 433 - +
  • [3] INFORMATION TECHNOLOGIES AS A COMPONENT OF MONITORING AND CONTROL OF STRESS-DEFORMED STATE OF ROCK MASS
    Stupnik, M., I
    Kalinichenko, V. O.
    Kalinichenko, O., V
    Muzyka, I. O.
    Fedko, M. B.
    Pysmennyi, S., V
    [J]. MINING OF MINERAL DEPOSITS, 2015, 9 (02): : 175 - 181
  • [4] STRESS DEFORMED STATE OF ROCK MASSIF AND LINING CONSTRUCTION UNDERGROUND STRUCTURES
    Kachurin, N. M.
    Zakharov, E. I.
    Soloviev, D. A.
    Soloviev, R. A.
    [J]. PROCEEDINGS OF THE TULA STATES UNIVERSITY-SCIENCES OF EARTH, 2022, 1 : 355 - 362
  • [5] STRESS DEFORMED STATE OF ROCK MASSIF AND LINING CONSTRUCTION UNDERGROUND STRUCTURES
    Kachurin, N. M.
    Zakharov, E., I
    Soloviev, D. A.
    Soloviev, R. A.
    [J]. PROCEEDINGS OF THE TULA STATES UNIVERSITY-SCIENCES OF EARTH, 2021, 4 : 582 - 590
  • [6] The equations for determination of stress-deformed state of multilayered shells
    Vajeva, DV
    Volchkov, YM
    [J]. Korus 2005, Proceedings, 2005, : 547 - 550
  • [7] STRESS-DEFORMED STATE OF A ROTATING NEUTRON STAR (PULSAR)
    RODIONOV, AF
    FINKELSHTEIN, RM
    [J]. VESTNIK LENINGRADSKOGO UNIVERSITETA SERIYA MATEMATIKA MEKHANIKA ASTRONOMIYA, 1976, (03): : 154 - 159
  • [8] Numerical modeling of the stress-deformed state in high dams
    Bronshtein V.I.
    Groshev M.E.
    [J]. Power Technology and Engineering, 2002, 36 (3) : 173 - 181
  • [9] STRESS-DEFORMED STATE AND FORMATION OF MASSIVE AND SIMPLE OBJECTS
    Bazhenov, V. A.
    Maksimyuk, Yu., V
    [J]. OPIR MATERIALIV I TEORIA SPORUD-STRENGTH OF MATERIALS AND THEORY OF STRUCTURES, 2019, (102): : 3 - 12
  • [10] Modelling the stress-deformed state of soil installed with displacement piles
    Voznesenskaya, E. S.
    [J]. GEOTECHNICS FUNDAMENTALS AND APPLICATIONS IN CONSTRUCTION: NEW MATERIALS, STRUCTURES, TECHNOLOGIES AND CALCULATIONS, 2019, 2 : 420 - 424
12345