This article discusses the problems of combining the unique structures of urban planning in Uzbekistan, built after the 60s of the twentieth century, with modern architecture. The study also examines the history of buildings and structures in Tashkent, as well as the fact that many buildings in the city fell into disrepair after the 1966 earthquake. There are also public buildings and residential buildings built between 1966 and 1996, thanks to which buildings built according to unique and inimitable projects have become the hallmark of the city.

The purpose of the article is to ensure the rational use of available resources in the construction of railways, a gradual reduction in the cost of production and its cost through the introduction of energy-saving and resource-saving technologies, as well as to ensure safety requirements. functions are defined.

This article discusses the problems and shortcomings in the construction of modern houses in Tashkent. As a result, construction companies are cautious in favoring new materials or construction methods. Secondly, there is a high responsibility of builders for the final product, which is explained by the risk of unfortunate consequences, up to a threat to people’s lives, if inappropriate technologies are used or mistakes are made at the design stage. This is primarily due to the long service life of buildings and structures, during which unforeseen shortcomings of the technology used may appear.

This article discusses the formation of competition in the energy market of the Republic of Uzbekistan, as well as best practices in the abandonment of monopolies. Today, the provision of energy resources to consumers is one of the most important issues for any state. For the development of the new Uzbekistan, the issue of energy supply for the economic stability of the country remains the most important and topical.

The article presents the results of calculating the performance of tires. It is substantiated that in quarry operating conditions, the determination of the actual tonne-kilometers per hour (TKPH) is an important criterion for tire performance. Due to the fact that tire manufacturers (Michelin, Belshina, Goodyear, Bridgestone) give different correction factors (K₁, K₂) to calculate the actual TKPH, the following correction factors (K₃) TKPH have been developed depending on the hardness of the rocks laid as surface of open pit roads: for JSC “Almalyk MMC” K₃=1.15, for JSC “Kizilkumcement” K₃=1 and for JSC “Uzbekugol” K₃=0.8.

The article presents the optimal compositions and properties of fine-grained concrete based on industrial waste.