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predicted in the study of construction skills in the arrays of B. the nature of the deposition of lyoss grunds is
lyoss grasses as an examination. determined;
It is permissible for us to definitely point out a few scholars C. the types of separation of lyoss grounding masses and
who have added their great efforts and contributions in the the total value of sediments, as well as the description of
engineering-geological studies of these peculiar massifs of the change of sediments by layers are determined;
lysos grunt. They Yu. M. Abelev, V. M. Alekseev, M. N. Y.
D. g) the regional legislation of the distribution of mass of
Alekseev, V. P. Ananev, L. G. Balaev, V. S. Bykov, A. A.
Velichko, B. F. Galay, N. Eat it. Denisov, R. S. Ziangirov, R. S. sedimentary lyoss grits and the strength of sedimentary
layers are indicated;
Of The Year, E. V. Kadirov, V. A. Korolev, V. F. Kraev, N. I.
Kriger, V. I. Krutov, A. K. Larionov, M. P. Lisenko, G. A. E. requirements for engineering and geological exploration
Mevlanov, A. V. Minervin, S. G. Miranyuk, S. S. Morozov, A. A. work have been developed in the districts where
Mustafev, V. A. Obruchev, V. I. Popov, E. M. Sergeev, V. N. Y. sedimentary rocks are distributed.
Sokolov, V. T. Trafimav, L. I. Turpin, Sh. E. Usupaev, P. V.
Further it can be noted that the process of deposition in the
Tsarev, Ya. E. Shaevich, M. Sh. Shermatov, as well as F. A.
Nikitenko, I. D. Sedlesky, G. A. Sulekshine, I. V. Finaev and humidification of lyoss grasses - the fact that it is a
mechanism of development of deposition – has been
others. Thanks to their theoretical research and research, as
sufficiently studied in this regard to date (Abelev, 1968;
well as the practical work of the army of senior seekers, they
Ananev, etc., 1976; Denisov, 1953; Krutov, 1982; Mustafaev,
were studied like other gruples, achieved remarkable results
by a positive solution to each task. 1989). In this regard, many scientists have studied the fact
that on earth, for example, even in northern Eurasia, the
ACS W X deposition and spread of lyosss is a different district, and the
factors underlying them (Abelev, 1968, Ananev, 2004,
Ananev and others, 1976; Kart. . ., 1989; Kriger, 1965, 1986;
In this article, we will get acquainted with the achievements Kriger and others, 1981; Krutov, 1982, 1998; Larionov and
in solving only the first problems mentioned above, that is, others, 1959; Lyosslar., 1966, 1986, 2001; Lisenko, 1978;
solving the problems of morphological engineering and Mavlanov, 1958; Base., 2008; Trafimav, 2008). It is also
geological functions in the study of lysous grits. determined that other mountaineers also have deposition
properties: dusty salty and non-salty Sands, volcanic ash and
The main results of the engineering-geological study of the
artificial soils are identified. The data collected to date has
Lyoss grunt masses in the field of solving morphological
also made it possible to characterize the excessively high
problems are as follows:
values of the deposition indicators of lyoss grunds.
A. reliable descriptions of the distribution, composition,
structure, condition and properties of lyoss grits and
their arrays are obtained;
Table 1 Classes of techniques for controlling the deposition of Lyoss grunt arrays.
Methods
Groups of methods Classes of methods Basic techniques
types of
Flattening the hipper with heavy
rollers.
Pillows from lyoss grills
Methods of mechanical
restoration.
densification of
sedimentary lyoss grinds Blow up and condense.
Avavlik condensation.
Methods aimed at the Condensation with the help of
deposition of lyoss grits Catholics.
hydrogeomechanical
by condensation and Wet the grunt massifs by pouring
wetting water into the pits.
Gidromechanical methods Deeply moisten the massifs.
of eliminating the Densify by blasting extra soaked grunt
deposition of a wide lyocoid massifs.
grunt mass Soaked grunt masses
shake and condense.
Steaming Lyoss rock Massif
Thermal methods of Activate the side to the strengthening
Using physico-chemical
eliminating the deposition mass. Additional heated air to the
melioration
of lyosimon rocks massif to squeeze and drive.
technologies, it is
Geochemical possible to determine Methods of physico- Strengthening the mass of lossy grits
the chemical injection with dumbbells with dumbbells.
Silicate.
methods aimed at strengthening of
Ammonia.
eliminating sediment sedimentary rocks
Reinforcement with urea resin.
Methods based on In places where the highway is
Methods based on
scraping of planned to be built, it is necessary to
Geotechnician industrial shearing of
sedimentary lyoss take the road beam-based sleeper
sedimentary lyoss grinds
grinds lyoss grounding, etc.
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