ГЕОЭКОЛОГИЯ


ИНЖЕНЕРНАЯ ГЕОЛОГИЯ. ГИДРОГЕОЛОГИЯ. ГЕОКРИОЛОГИЯ

Geoekologiya, 2020, Vol. 6, P. 22-31

PHYSICAL LAWS OF STRESS DISTRIBUTION IN GEOENVIRONMENT 

G. P. Postoev1,*, M. M. Kuchukov1 , and A. I. Kazeev1

1 Sergeev Institute of Environmental Geoscience, Russian Academy of Sciences, Ulanskii per., 13, str. 2, Moscow, 101000 Russia
*E-mail: opolzen@geoenv.ru 

The physical laws control the state of matter in nature and under an anthropogenic impact. The Pascal and Mohr–Coulomb laws determine the initial stress state in air, water and geological environments within the Earth’s gravitational field, forming the pressure value in each point. Geoenvironment follows the Mohr– Coulomb law in the principal stresses under compression conditions. The thrust pressure arises when the value of the vertical stress from the weight of the overlying masses to a soil layer exceeds the structural strength of this soil (in the considered point). For an initial state of a massif occurring in quiescent mode (when the force is not applied) in the Earth’s gravitational field, its stability is maintained in all points of the geological environment. In accordance with the physical laws, a local force disturbance during the preparation of destructive deformations in the soil mass in the form of a landslide, a sinkhole over an underground cavity or soil heave from the foundation (stamp), transforms the initial stress field causing the formation of dissipative geological structures (DGS). The regularities of the formation and functioning of the DGSs are the basis for assessing the limit state in a local zone of the soil mass, as well as the features and scale of destructive deformations upon the DGS separation from the undisturbed ground massif. 

Key words: principal stresses, dissipative structures, the Mohr–Coulomb theory, ground massif 

REFERENCES

  1. Bronin, V.N. and Valid Idzhveikhan. Effect of lateral earth pressure on the limit load and settlement of the sand base of a plate. Soil Mechanics and Foundation Engineering, 1992, vol. 29, pp. 63–66.
  2. Demin, A.M. Opolzni v kar’erakh: analyz i prognoz [Landslides in open pits: analysis and prediction]. Moscow, GEOS, 2009, 79 p. (in Russian)
  3. Sobolev, G.A., Kol’tsov, A.V. Krupnomasshtabnoe modelirovanie podgotovki i predvestnikov zemletryasenii [Large-scale modeling of earthquake preparation and precursors]. Moscow, Nauka, 1988, 208 p. (in Russian)
  4. Lazebnik, G.E. Davlenie grunta na sooruzhenie [Soil stress on structures]. Kiev, PPNV Publ., 2005, 243 p. (in Russian)
  5. Lyashenko, P.A. O deformatsii glinistogo grunta v osnovanii fundamenta [The clay ground deformation at the foundation foot]. Proc. Jubilee Conf. dedicated to the 50th anniversary of RSSMF. Moscow, RSSMF Publ., 2007, vol. 2, pp. 114–118. (in Russian)
  6. Medkov, E.I. Fazy soprotivleniya grunta [Soil-resistance phases]. Mekhanika gruntov, osnovaniya i fundamenty [Soil mechanics, foundations and basements]. Proc. MIIT. Moscow, Transzheldorizdat, 1959, is. 100, pp. 26–61. (in Russian)
  7. Osipov, V.I. Fizizko-khimicheskaya teoriya effektivnykh napryazhenii v gruntakh [Physicochemical theory of effective stresses in soils]. Gruntovedenie, 2013, no. 2, pp. 3–34. (in Russian)
  8. Postoev, G.P. Dissipativnye struktury v gruntovom massive na primere formirovaniya glubokikh opolznei [Dissipative structures in the soil mass by the example of deep landslides formation]. Inzhenernaya geologiya, 2018, vol. XIII, no. 3, pp. 54–61. (in Russian)
  9. Postoev, G.P. Modeli mekhanisma formirovaniya i rascheta provalov zemnoi poverkhnosti nad podzemnymi polostyami [Models of formation mechanism and parameters calculation for surface sinkholes over underground cavities]. Geoekologiya, 2020, no. 4, pp. 36–47. (in Russian)
  10. Postoev, G.P. Obshchie zakonomernosti podgotovki razrushitel’nykh deformatysii v gruntovom massive [General regularities of preparation of destructive deformations in a ground massif]. Sergeevskie chteniya, Moscow, RUDN Publ., 2020, issue 22, pp. 249–254. (in Russian)
  11. Postoev, G.P. Predel’noe sostoyanie i deformatsii gruntov v massive (opolzni, karstovye provably, osadki gruntovykh osnovanii) [The limit state and deformations of soils in the massif (landslides, karst sinkholes, ground basement settlement)]. Moscow, St. Petersburg, Nestor-Istoriya Publ., 2013, 100 p. (in Russian)
  12. Sergeev, E.M. Problemy inzhenernoi geologii v svyazi s zadachami ratsional’nogo ispol’zovaniya i okhrany geologicheskoi sredy [Problems of engineering geology in relation to the tasks of rational use and conservation of geological environment]. Problemy ratsional’nogo ispol’zovaniya geologicheskoi sredy [Problems of rational use of the geological environment], Moscow, Nauka, 1988, pp. 5–21. (in Russian)
  13. Postoev, G.P., Kazeev, A.I., Kutergin, V.N. Sposob opredeleniya mekhanicheskikh svoistv gruntov [Method for determining the mechanical properties of soils]. Patent on inventory 2600494 RF. Publ. 20.10.2016, bull. no. 29. (in Russian)
  14. Prigogine, I., Nicolis, G. Self-organization in nonequilibrium systems: from dissipative structures to order through fluctuations. New York, J. Wiley & Sons, 1977.