DETERMINATION OF SETTLEMENT BY LINEAR DEFORMATION METHOD

Аннотация

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 toliedown depth often​ ​ constructive acceptance willbe 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 thereis at least, theground freezingto thedepth based onacceptance Freezing​ ​ d =k d f n fn, (6.5) thisonthe ground k –color heating in order related was coefficient. Unheated buildings for k n n = 1.1; other in cases construction standards​ according to acceptance is done; d – freezing fn depth normativevalue. 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 not to be the foundations​ to lie down depth, as well as geological f andhydrogeological too manycircumstances interms of If theearth '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 foras aweak grunt consideration possible. page1031 INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE ISSN:2692-5206,ImpactFactor:12,23 AmericanAcademicpublishers,volume05,issue06,2025 Journal: https://www.academicpublishers.org/journals/index.php/ijai Shallow located foundations, shape according to separately standing, ribbon-like, plate-like whole, massive ( whole) in the stateheavy ) andmixed 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 numberand dimensions ofthe stages are taken based on theconditionsof structural and economic efficiency. page1032 INTERNATIONAL JOURNAL OF ARTIFICIAL INTELLIGENCE ISSN:2692-5206,ImpactFactor:12,23 AmericanAcademicpublishers,volume05,issue06,2025 Journal: https://www.academicpublishers.org/journals/index.php/ijai 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 willreach. Water farm objects​ under construction foundations often from concrete and reinforced concrete build Reinforced concrete​ foundations mainly weak ( e.g., extremely sedimentary (sedimentary ) soilsunder thecircumstances is applied. To work according to, shallow located foundations virgin or flexible to be It is known that bending in theprocess 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 thecl