ГЕОЭКОЛОГИЯ


ИНЖЕНЕРНАЯ ГЕОЛОГИЯ. ГИДРОГЕОЛОГИЯ. ГЕОКРИОЛОГИЯ

Geoekologiya, 2019, Vol. 5, P. 48-60

PHYSICO-CHEMICAL NATURE OF CLAYEY SOILS STRENGTH

© 2019 F. S. Karpenko
Sergeev Institute of Environmental Geoscience, Russian Academy of Sciences,
Ulanskii per.
13, bld. 2, Moscow, 101000 Russia
E-mail:
kafs08@bk.ru

The principles of soil mechanics based on Mohr—Coulomb strength theory and Terzaghi effective stresses theory give us the idea about the nature of clay strength. However, these theories consider the clay as a solid body and do not take into account their internal structure. In the present paper, the problems in determining the strength of clayey soils are considered from the standpoint of the physico­chemical theory of effective stresses. This theory is based on the ideas of the internal structure of clays. The main idea implies that the structure of clays depends on the contacts formed between mineral particles, where the external stresses transmitted to the soil are concentrating. Water in clayey soils not only fills the pore space but also interacts with the mineral particles forming hydrate films around them. The prevailing type of structural contacts in clays determines the properties of latter. Strength is an intrinsic property of soil determined by its composition and internal structure, independent of the conditions of load application to it and characterized by the actual effective strength value. The value of actual effective strength in clays is determined by the total strength of individual contacts. This is the maximal stress transferred to the soil contacts, the structure being ruined upon exceeding this value. The actual effective strength in soils with the same predominant type of contacts depends on the number of contacts. The numerical strength characteristics of contact types are determined for different clay soil varieties to characterize the actual effective strength. The parameters of relationship between the actual effective strength in clays and their strength characteristics are obtained from the soil testing by standard methods.

Keywords: strength, structural contacts, contact type, number of contacts, hydrate films, actual effective stresses, actual effective strength.

DOI: https://doi.org/10.31857/S0869-78092019548-60

REFERENCES

1. Ivanov, I.P. Opredeleniye pokazatelei soprotivleniya sd- vigu gruntov kharakterizuyushchikh ikh estestvennuyu prochnost' [Determination of shear resistance param­eters in soils that characterize their natural strength]. Vestnik LGU, 1975, no. 6, pp. 73-79. (in Russian)

2. Maslov, N.N. Prikladnaya mekhanika gruntov [Ap­plied soil mechanics]. Moscow, Mashstroyizdat Publ., 1949, 328 p. (in Russian)

3. Maslov, N.N., Kotov, M.F. Inzhenernaya geologiya [Engineering geology]. Moscow, Stroyizdat Publ., 1971, 341 p. (in Russian)

4. Karpenko, F.S., Kutergin, V.N., Kal'bergenov, R.G. Vliyaniye rasklinivayushchego deistviya gidratnykh plenok na prochnostnye svoistva glinistykh gruntov [Dis­joining action of hydrate films influence on strength properties of clay soils]. Geoekologiya, 2018, no. 3, pp. 91-97. (in Russian)

5. Karpenko F.S. Fiziko-khimicheskaya priroda predelov plastichnosti glinistykh gruntov [Physicochemical na­ture of plasticity limits in clayey soils]. Geoekologiya, 2018, no. 5, pp. 66-72. (in Russian)

6. Kutergin, V.N., Kal'bergenov, R.G., Karpenko, F.S., Sedov, V.V. Novyye tekhnologii ispytanii grun­tov na sdvig [New technologies in soil shear testing]. Sergeevskie chteniya, vol. 12, Moscow, 2010, pp. 366­372. (in Russian)

7. Kutergin, V.N., Kalbergenov, R.G., Karpenko, F.S. Metody laboratornykh issledovanii svyaznykh gruntov: sovershenstvovaniye na osnove sovremennykh nauchnykh predstavlenii [Methods of laboratory studies of cohesive soils: improvement on the basis of modern scientific concepts]. Sergeevskie chteniya, vol. 18, Moscow, 2016, pp. 759-764. (in Russian)

8. Osipov, V.I., Sokolov, V.N., Rumyantseva, N.A. Mikrostruktura glinistykh porod [Microstructure of clayey soils]. E.M. Sergeev, Ed., Moscow, Nedra Publ., 1989, 211 p. (in Russian)

9. Osipov, V.I. Fiziko-khimicheskaya teoriya effektivnyh napryazhenii v gruntakh [Physicochemical theory of effective stresses in soils]. Moscow, 2012. 74 p. (in Russian)

10. Osipov, V.I., Sokolov, V.N. Gliny i ikh svoistva. Sostav, stroenie i formirovanie svoistv [Clays and their proper­ties. Composition, structure and formation of proper­ties]. Moscow, GEOS Publ., 2013, 576 p. (in Russian)

11. Osipov, V.I., Karpenko, F.S., Kal'bergenov, R.G., Kutergin, V.N., Rumyantseva, N.A. Reologicheskiye svoistva glinistykh gruntov [Rheological properties of clayey soils]. Geoekologiya, 2017, no. 6, pp. 49—57. (in Russian)

12. Sokolov, V.N. Fiziko-khimicheskie aspekty mekhanichesk- ogo povedeniya glinistykh gruntov [Physicochemical as­pects of the mechanical behavior of clayey soils]. Inzhenernaya geologiya, 1985, no. 4, pp. 18-1. (in Russian)

13. Sokolov, V.N. Modeli mikrostruktur glinistykh gruntov [Models of clay soil microstructures]. Inzhenernaya geologiya, 1991, no. 6, pp. 32-40. (in Russian)

14. Tsytovich, N.A. Mekhanika gruntov: kratkiy kurs [Soil mechanics: A short course]. Moscow, LIBROKOM Publ., 2009, 272 p. (in Russian)