Suspension effect of pore waters on weak clayey rocks
Authors:
Abstract
For a reasonable calculation of the depth of the active zone of structures and stability of quarry sides, and for studying the problems associated with the natural compaction of rock strata, an unambiguous solution is required to the question of the need to take into account the buoyant effect of pore waters on the rock skeleton.
Область исследования:
(Archived) Without section
Funding:
None
References
- Venter K., Vilo A. On the applicability of SNiP II-B.1-62 in the design of foundations on soft water-saturated clayey soils. Sb. "Slabye glinistye grunty". Tallinn, 1965. (in Russian)
- Gersevanov N. M., Polshin D. E. Theoretical foundations of soil mechanics and their practical application. Gosstroiizdat, 1948. (in Russian)
- Lomtadze V. D. On the formation of properties of clayey rocks. Zapiski Gornogo Instituta, vol. XXXII, iss. 2, 1965. (in Russian)
- Resolution and reports of the conference on uplift pressure on hydraulic structures. Gosstroiizdat, 1958. (in Russian)
- Reltov B. F. On the buoyant pressure of water on cohesive soil. Izv. VNIIG, 1949, vol. 41. (in Russian)
- Florin V. A. Fundamentals of soil mechanics. Vol. I. Gosstroiizdat, 1959. (in Russian)
- Chugaev R. R. Criticism of the works of some authors on the question of uplift pressure in the case of hydraulic structures. Izv. VNIIG, 1949, vol. 41. (in Russian)
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