Assessment of influence of strength and deformation properties of saline soils on foundations of structures distributed in Uzbekistan (in example of Pakhtakor district of Jizzakh Region)

In th rtil, th rsults f sintifi rsrh rltd t th ssssmnt f th impt f strngth nd dfrmtin prprtis f slin sils n th fundtin f struturs, th vlutin f mrgny situtins f buildings nd struturs tht ur during th us f slin sils in th wrld nd in ur untry, mrgny situtins tking int unt th hng in th lvl f slinity du t th lng-trm influn f wtr mnitring, infrmtin n rrying ut nginring-glgil nd hydrglgil rsrh wrks fr th sf nd ffiint prtin f buildings nd struturs in rs whr slin sils r sttrd in ur untry.In the construction of buildings and structures in the countries of the world where saline soils are distributed, during the period of their use as a basis, the issues of forecasting and reducing the consequences of emergencies that may occur due to changes in engineering-geological and hydrogeological conditions are of great importance.The studies assessing emergencies expected during saline soils serve the socio-economic, sustainable development of countries with areas where such soils are distributed.Certain progress is being made in carrying out engineering-geological and hydrogeological research works for the safe and efficient operation of buildings and structures in areas where saline soils are scattered in our country.In particular, in the regions of Bukhara, Jizzakh, Syrdarya, Khorezm, Fergana and the Republic of Karakalpakstan, saline soils have been thoroughly studied and evaluated based on the determination of engineering-geological and hydrogeological factors.

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