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, studying the problems associated with the natural compaction of rock strata requires an unambiguous solution to the question of the need to take into account the weighting of the rock skeleton by pore waters.
Область исследования:
(Archived) Without section
Funding:
None
References
- Venter K., Vilo A. On the applicability of CH and P P-B. 1.62 in the design of foundations of weak water-saturated clayey soils. Coll. Weak clay soils. Tallinn, 1965.
- Gersevanov N. M., Polshin D. Е. Theoretical bases of soil mechanics and their practical application. Gosstroyizdat, 1948.
- Lomtadze V. D. On the formation of properties of clayey rocks. Journal of Mining Institute, vol. XXXII, vol. 2, 1965.
- Resolution and Reports of the Meeting on Back Pressure on Hydraulic Structures. Gosstroyizdat, 1958.
- Reltov B.F. About the suspending pressure of water on cohesive soil. Izv. VNIIG, 1949, vol. 41.
- Florin V. A. Fundamentals of Soil Mechanics. V. I. Gosstroyizdat, 1959.
- Chugaev R. R. Criticism of the works of a number of authors on the question of back pressure in the case of hydraulic structures. Proc. VNIIG, 1949, vol. 41.
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