Filtration properties of saturated disperse soils at pressure-injection consolidation
Dolzhykov P.M1 , Pronskyi D.V1 , Ryzhykova O.O1
1Donbass State Technical University, Alchevsk, Ukraine
Min. miner. depos. 2014, 8(3):367-371
https://doi.org/10.15407/mining08.03.367
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ABSTRACT
By the results of laboratory researches dependence of coefficient of loam filtration on its volume mass of a skeleton is obtained. Necessary values of volume mass change of loam skeleton at its pressure-injection consolidation by temping solutions are established.
REFERENCES
Frolov A.F. Inzhenernaya geologiya / A.F. Frolov, I.V. Korotkikh. – M.: Nedra, 1990. – 412 s.
Kompleksnyy metod tamponazha pri stroitel'stve shakht / E.Ya. Kipko, P.N. Dolzhikov, N.A. Dudlya [i dr.]. – D.: NGU, 2004. – 367 s.
In''ektsionnaya stabilizatsiya opolznevykh gruntov: monografiya / [Dolzhikov P.N., Furdey P.G., Kiriyak K.K., Ryzhikova O.A.]. – Donetsk: Svit knigi, 2012. – 212 s.
GOST 25584-90. Grunty. Metody laboratornogo opredeleniya koeffitsienta fil'tratsii: standart / Gosudarstvennyy stroitel'nyy komitet SSSR. – M.: Standartinform, 2008. – 17 s.