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International Journal of Trend in Scientific Research and Development (IJTSRD)
Special Issue on Innovative Development of Modern Research
Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470

The Results of the Final Engineering and

Geological Studies of the Mass of Lyoss Grits

J. Ravshanov

Assistant Jizzakh Polytechnic Institute, Department Road Engineering, Jizzakh, Uzbekistan

ABSTRACT E. V. According to the Kadyrov calculations, the land of lyoss
The results of investigation of morphological, retrospective is covered in an area of 4 255 600 km2 of the Earth's surface,
and prognoses engineering-geological tasks concerning which makes up 3,2% of the landfill area on the planet on
loess soils massifs are formulated. The main result of which we live. For many years, more precisely centuries,
solution of retrospective engineering-geological tasks is the these rocks have attracted the attention of mankind. They
proposal of hypothesizes and mechanisms of loess soils are studied by geologists, soil scientists and geographers.
subsidence formation. They are the base for four special
The massifs made up of these grounds are also mastered by
and general theory of subsidence formation.
builders, landlords and agricultural workers. The thickness
The result of solution of prognoses engineering-geological of the areas where all these grills meet varies from a few tens
tasks is the elaboration of methods for calculation the or even hundreds of meters, their composition is specific and
expected subsidence of loess soils massifs under different close enough; these are sandy-loy-dusty systems, the main
mode of their wetting and the development of different part of which consists of fine sand (0.1-0.05 mm) and
methods (hydrogeomechanical, geochemical, geotechnical especially large-dusty (0.05-0.01 mm) - sized grains. The
and complex) of improvement of loess soils massifs extreme dipping value of Lyoss grasses is determined using
properties. one-line and two-line methods, depending on the conditions

of conducting experiments on the odometer instrument. But
KEYWORDS: Engineering geology of loess soils massifs, solving flat and spatial issues requires the use of parameters
subsidence of loess soils, hypothesizes and theories of related to classical mechanics. Therefore, the extreme
subsidence formation, methods of improvement of loess soils deposition value of lyoss grills can be expressed through the
properties deformation module (1 and 2-formulas).

Introduction of great importance are the rocks of lyoss,
formed by mankind among natural geological structures.
They are very common on earth and are found on all
continents of the Earth except Antarctica in large khajms

threeraydi (Lisenko, 1978; lyoss...2001).This lyoss grunt is
located on the highest surface of the Earth, manifested Lyoss grasses have a number of specific engineering-
mainly in the Quadrangular formation of various Genesis. geological properties, which are distinguished as in different
types of soils. To such a category of properties, first of all,
The results of the study of morphological, retrospektiv they have a low content of natural moisture, high porosity,
(related to the past) and predictive engineering-geological low water resistance, and the main thing is a sharp increase
problems with respect to the arrays of Lyoss grunt were
and decrease in the degree of deposition and deposition.As a
formed. At relative deposition, the deposition values reach result, in engineering-geology, a scientific and practical
0.17-0.21, the deposition thickness value at Natural loading department was created, which is called engineering geology
effect is 55 m. shown to be equal. The main task of solving of the massifs of lousse gruels. Within its framework, the
past Engineering and geological problems is the
engineering-geological conditions of the massifs of the
development of 8 hypotheses and rules for the formation of laussian lattices, their formation, spatial-time changes under
sediments of lyoss grits, on the basis of which four general the influence of natural and anthropogen (technoogen),
theories of formation have been identified.
modern and predicted geological processes are also studied
According to the results of solving the predicted problems – (Trofimov, 2008). This set of studies and set of data is aimed
it is necessary to develop methods for calculating the at solving the engineering and geological problems of three
expected values of lyoss grounding in different wet types of massifs of lyoss grunt: they are morphological,
conditions of their deposition, as well as methods of further retrospektiv (related to the past) and prophetic species.
improvement of the composition of lyoss grounding arrays: Solving the problems of the first type-allows us to evaluate
geochemical, geotechnical and complex. the properties, condition, structure and composition of lyoss

The law of their compression is almost no different from grits, as well as the massifs that they constitute;
some other grunt, if external forces affect the grunt of lyoss,
The solution of the second type of problem is to give us the
which has a natural moisture content. But if we saturate the named characteristics of this Massif, the history of the
lyoss grunt, which is affected by the pressure, with water, appearance of sediments and their recovery;
then rashes are also formed in it. Such additional sediments
are called extreme sedimentation deformation of the lyoss The solution of the third type of problem is the prediction of
grunt. the economic assimilation of the lyoss gruels. In this regard,
it is necessary to examine the solution of the problem

ID: IJTSRD41140 | Special Issue on Innovative Development of Modern Research Page 148