INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
American Academic publishers, volume 05, issue 06,2025
Journal:
https://www.academicpublishers.org/journals/index.php/ijai
page 1031
DETERMINATION OF SETTLEMENT BY LINEAR DEFORMATION METHOD
Musayeva Husnida Xaydarovna
Teacher of the Department of "Civil Engineering" Andijan State Technical Institute
E-mail:
Abstract:
This in the article to drown deformation in the way determination about complete
information given. To drown reasons, many constructions structure, land on the surface of the
ground freezing depth, construction of the playground geological and hydrogeological
conditions, water in their own of the ground washing depth, loads type and value and other
factors together in consideration is taken. Hydraulics of the buildings bottom parts usually their
foundation task In rivers, streams and canals under construction hydraulics in buildings, on
the ground not washable special constructive solutions using provided
Therefore, such
buildings foundation heel to lie down depth often constructive acceptance to be done about
information gives.
Keywords
:Hydraulic engineering, constructive, hydrogeological, foundation, foundation heel.
Introduction.
Foundation heel to lie down depth on appointment building and of the
structure structure, ground on the surface of the ground freezing depth, construction of the
playground geological and hydrogeological conditions, water in their minds of the ground
washing depth, loads type and value and other factors together in consideration is taken.
Hydraulics of the buildings bottom parts usually their foundation task Rivers, streams and
on the channels under construction hydraulics in buildings, on the ground not washable special
constructive solutions using provided It will be. This because of this buildings foundation
heel to lie down depth often constructive acceptance will be done.
Basement there is in buildings, foundations heel, basement Paul's 0.4...0.5 m below the surface
Buildings
foundation to lie down depth, reliable grunts in the conditions and basement
there is at least, the ground freezing to the depth based on acceptance Freezing
d
f
= k
n
d
fn,
(6.5)
this on the ground k
n
– color heating in order related was coefficient. Unheated buildings for k
n
= 1.1; other in cases construction standards according to acceptance is done; d
fn
– freezing
depth normative value.
Heated buildings intermediate of the wall’s foundations in design, they heel to lie down depth
at least 0.5 m value with acceptance will be done. column or walls foundations heel to lie down
depth and d is less than
f
not to be the foundations to lie down depth, as well as geological
and hydrogeological too many circumstances in terms of If the earth 's surface layers weak from
the ground organization found and them artificial strengthen economic in terms of ineffective
if, foundation heel to a reliable soil layer go rely on, a lot in cases, purpose appropriate will be.
Loessly soil, pore sands, fluid and fluid plastic in the state clay grunts big to the loads working
buildings for as a weak grunt consideration possible.
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
American Academic publishers, volume 05, issue 06,2025
Journal:
https://www.academicpublishers.org/journals/index.php/ijai
page 1032
Shallow located
foundations,
shape according to separately standing, ribbon-like, plate-like whole, massive ( whole) in the
state heavy ) and mixed construction to types is divided.
Stand-alone foundations (Fig. 7.1) are erected under the columns. When creating supports for
channel channels, aqueducts, cantilever waterfalls and similar structures, prefabricated versions
of stand-alone foundations in the form of cups or integral monolithic types are widely used.
They can be single- or multi-stage. The number and dimensions of the stages are taken based on
the conditions of structural and economic efficiency.
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
American Academic publishers, volume 05, issue 06,2025
Journal:
https://www.academicpublishers.org/journals/index.php/ijai
page 1033
Residential, public and industrial buildings walls and pillars under often ribbon-shaped
foundations They are monolithic. don't collect or prefabricated monolith in options build to be
possible.
Hydraulics facilities, pump stations buildings, pressurized water towers, reservoirs like of
objects to oneself uniqueness, they have solid ( plate-like ) or whole array foundations to apply
requirement will reach.
Water farm objects
under construction foundations often from concrete and reinforced
concrete build Reinforced concrete
foundations mainly weak ( e.g., extremely sedimentary
(sedimentary ) soils under the circumstances is applied.
To work according to, shallow located foundations virgin or flexible to be It is known that
bending in the process concrete foundation in parts harvest to be stretcher to tensions very weak
resistance shows. Therefore, from concrete to be prepared foundations only to squeeze in a
working ( single ) structure construction This requirement must be met. provision singleness
angle (
)
appointment through done increased.
corner value to the ground transferable
pressure, foundation constructive type and concrete central to squeeze strength according to to
the class related without acceptance will be done.
Settlement is one of the important processes occurring in soil foundations and affecting the
stability of structures. In this study, the theoretical and practical foundations of determining
settlement by the linear deformation method were studied. This method allows for a high-
precision assessment of the amount of settlement, taking into account the deformation
properties of soil layers. In this method, the compressive modulus of the soil, the thickness of
the layers, and the stress state are considered as the main factors.
According to the results of the study, the linear deformation method can be widely used in
engineering practice based on simple and accurate calculations. This approach allows for the
early detection of subsidence of the subsoil of structures and the making of engineering and
technical decisions. This method is also important in assessing the uneven settlement of soil
foundations.
INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE
ISSN: 2692-5206, Impact Factor: 12,23
American Academic publishers, volume 05, issue 06,2025
Journal:
https://www.academicpublishers.org/journals/index.php/ijai
page 1034
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