Entity

Time filter

Source Type


Ibragimov M.N.,N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures
Soil Mechanics and Foundation Engineering | Year: 2015

Results are cited for investigations of pressurized grout injection with formation of hydrofractures. Relationships between their parameters and the grouts, soil properties, and injection regimes are derived. A procedure is proposed for analysis of soil stabilization by the method of pressurized grout injection. © 2015 Springer Science+Business Media New York Source


Sheinin V.I.,N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures | Blokhin D.I.,Moscow State Mining University
Journal of Mining Science | Year: 2012

The article describes the uniaxial compression tests on rock salt samples under monotonic loading, which were carried out with the synchronous record of changes in thermal radiation and mechanical parameters. A relationship between the nonlinear deformation stages and the features of thermomechanical processes is found. The rate of change in rock stress state is shown to affect the information value of variations in the attendant infrared radiation. The experimental results point out the possibility of using the method in monitoring of the real geomechanical objects. © 2012 Pleiades Publishing, Ltd. Source


Ibragimov M.N.,N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures
Soil Mechanics and Foundation Engineering | Year: 2013

The concept of physical bases for the grouting of soils by jet technology is discussed. Strength characteristics are cited for soil-cement mixes in jet-piles, which are attained during their formation as a function of volume replacement of soil by cement grout. Basic principles are outlined for calculation of the strength of soil-cement compositions in jet-piles on the basis of the density of the slurry removed. © 2013 Springer Science+Business Media New York. Source


Grigoryan A.A.,N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures
Soil Mechanics and Foundation Engineering | Year: 2015

Problems associated with design of pile foundations are examined within the framework of the discussion "On design characteristics of pile foundations in soils prone to slump-type settlement" [5]. © 2015 Springer Science+Business Media New York Source


Isaev O.N.,N. M. Gersevanov Scientific Research Institute of Foundations and Underground Structures
Soil Mechanics and Foundation Engineering | Year: 2014

Basic positions of Building Code 25.13330.2012 on static cone penetration testing of frozen soils are presented and commented upon. The history of the appearance and development of domestic norms in the field of static cone penetration of permafrost soils is briefly analyzed. © 2014 Springer Science+Business Media New York. Source

Discover hidden collaborations