Abstract
Unfortunately, modern mass construction does not take into account all the influencing factors on buildings, however, considerable experience has been accumulated over the past decades of design, construction and operation. A method of zoning the central part of the city, taking into account the peculiarities of the engineering-geological and hydrogeological structure of the territory, the terrain, the nature of the development and the technical condition of buildings, has been proposed. Significant areas of dilapidated housing have been marked. The concept of strategic planning and the rules for the development of promising areas in the central part of Tambov, taking into account the peculiarities of its structure, have been developed. These recommendations are universal and can be used in the construction of residential quarters in the cities in the European part of Russia and Europe.
Highlights
The city of Tambov emerged as a wooden fortress at the mouth of the river Studenets in the river Tsna. It is located in the central European part of Russia, and is built on the left side of the Tsna River valley, in this sense it is a typical European city, since people have been building the cities on the banks of large rivers for a long time
Ground water repeats the terrain and lies in the aquifer of aluvial sands at a depth of 3-5 m. They are moving towards the Tsna river from the north-west to the south-east, and in the area of the floodplain of the Studenets river - in the direction of its channel
New promising areas need to be built up in an all-round manner, taking into account the discharge of groundwater (Fig. 5, b) and all factors influencing reliability
Summary
Ground water repeats the terrain and lies in the aquifer of aluvial sands at a depth of 3-5 m (refer with Fig. 2, a) They are moving towards the Tsna river from the north-west to the south-east, and in the area of the floodplain of the Studenets river - in the direction of its channel. The scheme of engineeringgeological zoning compiled by the authors according to the deformative properties of soils (refer with Fig. 4) [6] shows that the southern part of the area under consideration has low values of the deformation modulus due to the nearby ground waters. On the dangerous site of subsiding deluvial loams, located on the southern bank of the Studenets river, there are few deformed buildings, since non-capital residential buildings have been built here
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