7 research outputs found
Π ΡΡΠ»ΠΎΠ²ΡΠ΅ ΠΏΡΠΎΡΠ΅ΡΡΡ ΠΈ ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΡ ΡΡΡΠ»Π° ΡΠ΅ΠΊΠΈ ΠΠ΅ΠΌΠ°Π½ (Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ Π Π΅ΡΠΏΡΠ±Π»ΠΈΠΊΠΈ ΠΠ΅Π»Π°ΡΡΡΡ)
The article provides an assessment of the stability of the Neman riverbed. Author has developed a classification of the Neman River course based on the evaluation of its stability and coastal erosion risk. It has been established that presently the nature of riverbed processes in the Neman Valley is heterogeneous in various sections and even in small segments. On base of obtained results, the author has identified the following segments: Stolbtsovskiy, Lyubchanskiy, Mostovskiy, Grodno, and Sredne-Neman.ΠΡΠΈΠ²Π΅Π΄Π΅Π½Π° ΠΎΡΠ΅Π½ΠΊΠ° ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΠΈ ΡΡΡΠ»Π° Ρ. ΠΠ΅ΠΌΠ°Π½. ΠΠ²ΡΠΎΡΠΎΠΌ ΡΠ°Π·ΡΠ°Π±ΠΎΡΠ°Π½Π° ΠΊΠ»Π°ΡΡΠΈΡΠΈΠΊΠ°ΡΠΈΡ ΡΡΠ°ΡΡΠΊΠΎΠ² ΡΡΡΠ»Π° ΠΏΠΎ ΠΎΠΏΠ°ΡΠ½ΠΎΡΡΠΈ ΡΠ°Π·ΠΌΡΠ²Π° Π±Π΅ΡΠ΅Π³ΠΎΠ², ΠΈΡ
ΡΠΈΠΏΠΈΠ·Π°ΡΠΈΡ ΠΏΠΎ ΡΡΡΠΎΠΉΡΠΈΠ²ΠΎΡΡΠΈ ΠΈ ΠΎΠΏΠ°ΡΠ½ΠΎΡΡΠΈ ΡΠ°Π·ΠΌΡΠ²Π° Π±Π΅ΡΠ΅Π³ΠΎΠ². Π£ΡΡΠ°Π½ΠΎΠ²Π»Π΅Π½ΠΎ, ΡΡΠΎ Π² Π½Π°ΡΡΠΎΡΡΠ΅Π΅ Π²ΡΠ΅ΠΌΡ Ρ
Π°ΡΠ°ΠΊΡΠ΅Ρ ΡΡΡΠ»ΠΎΠ²ΡΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π² Π΄ΠΎΠ»ΠΈΠ½Π΅ Ρ. ΠΠ΅ΠΌΠ°Π½ Π½Π΅ΠΎΠ΄Π½ΠΎΡΠΎΠ΄Π΅Π½ Π½Π° ΡΠ°Π·Π»ΠΈΡΠ½ΡΡ
Π΅Π΅ ΡΡΠ°ΡΡΠΊΠ°Ρ
ΠΈ Π΄Π°ΠΆΠ΅ Π½Π° Π½Π΅Π±ΠΎΠ»ΡΡΠΈΡ
ΠΎΡΡΠ΅Π·ΠΊΠ°Ρ
. ΠΠ° ΠΎΡΠ½ΠΎΠ²Π°Π½ΠΈΠΈ ΡΡΠΎΠ³ΠΎ Π°Π²ΡΠΎΡΠΎΠΌ Π²ΡΠ΄Π΅Π»Π΅Π½Ρ ΡΠ»Π΅Π΄ΡΡΡΠΈΠ΅ ΡΡΠ°ΡΡΠΊΠΈ: Π‘ΡΠΎΠ»Π±ΡΠΎΠ²ΡΠΊΠΈΠΉ, ΠΡΠ±ΡΠ°Π½ΡΠΊΠΈΠΉ, ΠΠΎΡΡΠΎΠ²ΡΠΊΠΈΠΉ, ΠΡΠΎΠ΄Π½Π΅Π½ΡΠΊΠΈΠΉ, Π‘ΡΠ΅Π΄Π½Π΅-ΠΠ΅ΠΌΠ°Π½ΡΠΊΠΈΠΉ
Π’ΡΠ°Π½ΡΡΠΎΡΠΌΠ°ΡΠΈΡ ΡΡΡΠ»ΠΎΠ²ΡΡ ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π² ΡΠΈΡΡΠ΅ΠΌΠ΅ Π²Π·Π°ΠΈΠΌΠΎΠ²Π»ΠΈΡΠ½ΠΈΡ Π³ΠΎΡΠΎΠ΄ΠΎΠ² Π½Π° ΡΡΡΠ»Π° ΡΠ΅ΠΊ ΠΈ ΡΡΡΠ»ΠΎΠ²ΡΡ ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π½Π° Π³ΠΎΡΠΎΠ΄Π° (Π½Π° ΠΏΡΠΈΠΌΠ΅ΡΠ΅ ΡΠ΅ΡΠ½ΡΡ Π΄ΠΎΠ»ΠΈΠ½ ΡΠ΅ΠΊ Π‘ΠΎΠΆ ΠΈ ΠΠΏΡΡΡ, Π Π΅ΡΠΏΡΠ±Π»ΠΈΠΊΠ° ΠΠ΅Π»Π°ΡΡΡΡ)
The paper describes the relationship and interaction of the city with riverbeds and vice versa. It is determined that low-order rivers react more quickly to the impact of man-made factors, radically changing the type of riverbed processes (the Iput River). High-order rivers react primarily by changing morphometric characteristics (Sozh River).Π ΡΠ°Π±ΠΎΡΠ΅ ΠΎΠΏΠΈΡΠ°Π½Π° Π²Π·Π°ΠΈΠΌΠΎΡΠ²ΡΠ·Ρ ΠΈ Π²Π·Π°ΠΈΠΌΠΎΠ²Π»ΠΈΡΠ½ΠΈΠ΅ Π³ΠΎΡΠΎΠ΄Π° Π½Π° ΡΡΡΠ»Π° ΡΠ΅ΠΊ ΠΈ ΡΡΡΠ»ΠΎΠ²ΡΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² Π½Π° Π³ΠΎΡΠΎΠ΄Π°. ΠΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΎ, ΡΡΠΎ ΡΠ΅ΠΊΠΈ Π½ΠΈΠ·ΠΊΠΈΡ
ΠΏΠΎΡΡΠ΄ΠΊΠΎΠ² Π±ΠΎΠ»Π΅Π΅ ΠΎΠΏΠ΅ΡΠ°ΡΠΈΠ²Π½ΠΎ ΡΠ΅Π°Π³ΠΈΡΡΡΡ Π½Π° Π²ΠΎΠ·Π΄Π΅ΠΉΡΡΠ²ΠΈΠ΅ ΡΠ΅Ρ
Π½ΠΎΠ³Π΅Π½Π½ΡΡ
ΡΠ°ΠΊΡΠΎΡΠΎΠ², ΠΊΠ°ΡΠ΄ΠΈΠ½Π°Π»ΡΠ½ΡΠΌ ΠΎΠ±ΡΠ°Π·ΠΎΠΌ ΠΌΠ΅Π½ΡΡ ΡΠΈΠΏ ΡΡΡΠ»ΠΎΠ²ΡΡ
ΠΏΡΠΎΡΠ΅ΡΡΠΎΠ² (ΡΠ΅ΠΊΠ° ΠΠΏΡΡΡ). ΠΡΡΠΎΠΊΠΎΠΏΠΎΡΡΠ΄ΠΊΠΎΠ²ΡΠ΅ ΡΠ΅ΠΊΠΈ ΡΠ΅Π°Π³ΠΈΡΡΡΡ Π² ΠΏΠ΅ΡΠ²ΡΡ ΠΎΡΠ΅ΡΠ΅Π΄Ρ ΠΈΠ·ΠΌΠ΅Π½Π΅Π½ΠΈΠ΅ΠΌ ΠΌΠΎΡΡΠΎΠΌΠ΅ΡΡΠΈΡΠ΅ΡΠΊΠΈΡ
Ρ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊ (ΡΠ΅ΠΊΠ° Π‘ΠΎΠΆ
ΠΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎ-Π³Π΅ΠΎΠΌΠΎΡΡΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠ°Ρ ΠΎΡΠ΅Π½ΠΊΠ° ΡΠΊΠ·ΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΡ ΡΠ΅ΠΆΠΈΠΌΠΎΠ² Π΄ΠΎΠ»ΠΈΠ½Ρ ΡΠ΅ΠΊΠΈ ΠΠ΅ΠΌΠ°Π½ (Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ ΠΠ΅Π»Π°ΡΡΡΠΈ ΠΈ ΠΏΡΠΈΠ»Π΅Π³Π°ΡΡΠΈΡ ΡΠ΅ΡΡΠΈΡΠΎΡΠΈΠΉ)
The article presents an engineering-geomorphological assessment of the geodynamic regimes of the Neman River valley within Belarus and adjacent territories. Exodynamic processes within the floodplain, above-floodplain terraces, on the sides and adjacent flat interfluves, as well as technogenic processes were studied. Zoning of the valley and adjacent areas was carried out according to the characteristics of engineering development.ΠΠ°Π½Π° ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎ-Π³Π΅ΠΎΠΌΠΎΡΡΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠ°Ρ ΠΎΡΠ΅Π½ΠΊΠ° ΡΠΊΠ·ΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΠ΅ΠΆΠΈΠΌΠΎΠ² ΡΠ΅ΡΠ½ΠΎΠΉ Π΄ΠΎΠ»ΠΈΠ½Ρ ΠΠ΅ΠΌΠ°Π½Π°, Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ
ΠΠ΅Π»Π°ΡΡΡΠΈ ΠΈ ΠΏΡΠΈΠ»Π΅Π³Π°ΡΡΠΈΡ
ΡΠ΅ΡΡΠΈΡΠΎΡΠΈΠΉ. ΠΠ·ΡΡΠ΅Π½Ρ ΡΠΊΠ·ΠΎΠ΄ΠΈΠ½Π°ΠΌΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΏΡΠΎΡΠ΅ΡΡΡ Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ
ΠΏΠΎΠΉΠΌΡ, Π½Π°Π΄ΠΏΠΎΠΉΠΌΠ΅Π½Π½ΡΡ
ΡΠ΅ΡΡΠ°Ρ, Π½Π° Π±ΠΎΡΡΠ°Ρ
ΠΈ ΠΏΡΠΈΠ»Π΅Π³Π°ΡΡΠΈΡ
ΠΏΠ»Π°ΠΊΠΎΡΠ°Ρ
, Π° ΡΠ°ΠΊΠΆΠ΅ ΡΠ΅Ρ
Π½ΠΎΠ³Π΅Π½Π½ΡΠ΅ ΠΏΡΠΎΡΠ΅ΡΡΡ. ΠΡΠΎΠ²Π΅Π΄Π΅Π½ΠΎ ΡΠ°ΠΉΠΎΠ½ΠΈΡΠΎΠ²Π°Π½ΠΈΠ΅ Π΄ΠΎΠ»ΠΈΠ½Ρ ΠΈ ΠΏΡΠΈΠ»Π΅Π³Π°ΡΡΠΈΡ
ΠΏΠ»ΠΎΡΠ°Π΄Π΅ΠΉ ΠΏΠΎ ΠΎΡΠΎΠ±Π΅Π½Π½ΠΎΡΡΡΠΌ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎΠ³ΠΎ ΠΎΡΠ²ΠΎΠ΅Π½ΠΈΡ
ΠΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎ-Π³Π΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠ°Ρ Ρ Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠ° Π΄ΠΎΠ»ΠΈΠ½Ρ ΡΠ΅ΠΊΠΈ ΠΡΠΈΠΏΡΡΡ Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ Π Π΅ΡΠΏΡΠ±Π»ΠΈΠΊΠΈ ΠΠ΅Π»Π°ΡΡΡΡ
The features of formation and spatial differentiation of engineering-geological conditions are considered. Genetic types of soil strata are identified as followed: alluvial, lake and marsh, water-glacial, moraine. Based on the analysis of physical and mechanical properties of soils, the assessment of their use as a basement for engineering structures was conducted. It is advised to use within the Pripyat River valley loamy, sandy and sandy sediments of different genesis as natural foundations for buildings the structures. It is noted that the widespread in this area marsh sediments are extremely undesirable to use as natural foundations.Π Π°ΡΡΠΌΠΎΡΡΠ΅Π½Ρ ΠΎΡΠΎΠ±Π΅Π½Π½ΠΎΡΡΠΈ ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΈ ΠΏΡΠΎΡΡΡΠ°Π½ΡΡΠ²Π΅Π½Π½ΠΎΠΉ Π΄ΠΈΡΡΠ΅ΡΠ΅Π½ΡΠΈΠ°ΡΠΈΠΈ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎΠ³Π΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡΠ»ΠΎΠ²ΠΈΠΉ, Π²ΡΠ΄Π΅Π»Π΅Π½Ρ Π³Π΅Π½Π΅ΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΡΠΈΠΏΡ Π³ΡΡΠ½ΡΠΎΠ²ΡΡ
ΡΠΎΠ»Ρ: Π°Π»Π»ΡΠ²ΠΈΠ°Π»ΡΠ½ΡΠ΅, ΠΎΠ·Π΅ΡΠ½ΡΠ΅ ΠΈ Π±ΠΎΠ»ΠΎΡΠ½ΡΠ΅, Π²ΠΎΠ΄Π½ΠΎ-Π»Π΅Π΄Π½ΠΈΠΊΠΎΠ²ΡΠ΅, ΠΌΠΎΡΠ΅Π½Π½ΡΠ΅. ΠΡΠΎΠ°Π½Π°Π»ΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Ρ ΡΠΈΠ·ΠΈΠΊΠΎ-ΠΌΠ΅Ρ
Π°Π½ΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΡΠ²ΠΎΠΉΡΡΠ²Π° Π³ΡΡΠ½ΡΠΎΠ² ΠΈ Π΄Π°Π½Π° ΠΎΡΠ΅Π½ΠΊΠ° ΠΈΡ
ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°Π½ΠΈΡ ΠΊΠ°ΠΊ ΠΎΡΠ½ΠΎΠ²Π°Π½ΠΈΠΉ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΡΡ
ΡΠΎΠΎΡΡΠΆΠ΅Π½ΠΈΠΉ. ΠΠΏΡΠ΅Π΄Π΅Π»Π΅Π½ΠΎ, ΡΡΠΎ Π² ΠΏΡΠ΅Π΄Π΅Π»Π°Ρ
ΡΠ΅ΡΠ½ΠΎΠΉ Π΄ΠΎΠ»ΠΈΠ½Ρ ΠΡΠΈΠΏΡΡΠΈ ΡΠ΅Π»Π΅ΡΠΎΠΎΠ±ΡΠ°Π·Π½ΠΎ Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ Π΅ΡΡΠ΅ΡΡΠ²Π΅Π½Π½ΡΡ
ΠΎΡΠ½ΠΎΠ²Π°Π½ΠΈΠΉ Π·Π΄Π°Π½ΠΈΠΉ ΠΈ ΡΠΎΠΎΡΡΠΆΠ΅Π½ΠΈΠΉ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°ΡΡ ΡΡΠ³Π»ΠΈΠ½ΠΈΡΡΡΠ΅, ΡΡΠΏΠ΅ΡΡΠ°Π½ΡΠ΅ ΠΈ ΠΏΠ΅ΡΡΠ°Π½ΡΠ΅ ΠΎΡΠ»ΠΎΠΆΠ΅Π½ΠΈΡ ΡΠ°Π·Π»ΠΈΡΠ½ΠΎΠ³ΠΎ Π³Π΅Π½Π΅Π·ΠΈΡΠ°, Π° ΡΠΈΡΠΎΠΊΠΎ ΡΠ°ΡΠΏΡΠΎΡΡΡΠ°Π½Π΅Π½Π½ΡΠ΅ Π½Π° ΠΈΠ·ΡΡΠ°Π΅ΠΌΠΎΠΉ ΡΠ΅ΡΡΠΈΡΠΎΡΠΈΠΈ Π±ΠΎΠ»ΠΎΡΠ½ΡΠ΅ ΠΎΡΠ»ΠΎΠΆΠ΅Π½ΠΈΡ ΠΈΡΠΏΠΎΠ»ΡΠ·ΠΎΠ²Π°ΡΡ Π² ΠΊΠ°ΡΠ΅ΡΡΠ²Π΅ Π΅ΡΡΠ΅ΡΡΠ²Π΅Π½Π½ΡΡ
ΠΎΡΠ½ΠΎΠ²Π°Π½ΠΈΠΉ ΠΊΡΠ°ΠΉΠ½Π΅ Π½Π΅ΠΆΠ΅Π»Π°ΡΠ΅Π»ΡΠ½ΠΎ
ΠΠ΅ΠΎΠ»ΠΎΠ³ΠΎ-Π»ΠΈΡΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠ°Ρ Ρ Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΡΡΠΈΠΊΠ° ΠΊΠ°ΡΡΠ΅ΡΠΎΠ² Β«ΠΠ΅Π½ΠΈΠ½ΠΎΒ» ΠΈ Β«ΠΠ΅Π½ΠΈΠ½Π΄Π°ΡΒ», Π Π΅ΡΠΏΡΠ±Π»ΠΈΠΊΠ° ΠΠ΅Π»Π°ΡΡΡΡ
The article considers the geological-lithological and stratigraphic features of the Β«LeninoΒ» and Β«LenindarΒ» quarries, which are objects of General geological practice course of students-geologists of the EI Β«GSU F. SkorinyΒ». The goals and objectives of the practice, as well as academic and professional competencies formed during the training practice are disclosed.Π Π°ΡΡΠΌΠΎΡΡΠ΅Π½Ρ Π³Π΅ΠΎΠ»ΠΎΠ³ΠΎ-Π»ΠΈΡΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΈ ΡΡΡΠ°ΡΠΈΠ³ΡΠ°ΡΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΎΡΠΎΠ±Π΅Π½Π½ΠΎΡΡΠΈ ΠΎΡΠ»ΠΎΠΆΠ΅Π½ΠΈΠΉ ΠΌΠΈΠΎΡΠ΅Π½Π°, Π΄Π½Π΅ΠΏΡΠΎΠ²ΡΠΊΠΎΠΉ ΠΌΠΎΡΠ΅Π½Ρ, ΡΠ»ΡΠ²ΠΈΠΎΠ³Π»ΡΡΠΈΠ°Π»ΡΠ½ΡΡ
ΠΎΡΠ»ΠΎΠΆΠ΅Π½ΠΈΠΉ ΡΠ΅ΡΠ²Π΅ΡΡΠΈΡΠ½ΠΎΠ³ΠΎ Π²ΠΎΠ·ΡΠ°ΡΡΠ° ΠΏΠΎ ΡΠ΅Π·ΡΠ»ΡΡΠ°ΡΠ°ΠΌ ΠΈΠ·ΡΡΠ΅Π½ΠΈΡ ΠΊΠ°ΡΡΠ΅ΡΠΎΠ² Β«ΠΠ΅Π½ΠΈΠ½ΠΎΒ» ΠΈ Β«ΠΠ΅Π½ΠΈΠ½Π΄Π°ΡΒ». ΠΠ½ΠΈ ΡΠ²Π»ΡΡΡΡΡ ΠΎΠ±ΡΠ΅ΠΊΡΠ°ΠΌΠΈ ΡΡΠ΅Π±Π½ΠΎΠΉ ΠΏΡΠ°ΠΊΡΠΈΠΊΠΈ ΡΡΡΠ΄Π΅Π½ΡΠΎΠ²-Π³Π΅ΠΎΠ»ΠΎΠ³ΠΎΠ² Π£Π Β«ΠΠΠ£ ΠΈΠΌΠ΅Π½ΠΈ Π€. Π‘ΠΊΠΎΡΠΈΠ½ΡΒ». Π Π°ΡΠΊΡΡΡΡ ΡΠ΅Π»ΠΈ ΠΈ Π·Π°Π΄Π°ΡΠΈ ΠΏΡΠ°ΠΊΡΠΈΠΊΠΈ, Π° ΡΠ°ΠΊΠΆΠ΅ Π°ΠΊΠ°Π΄Π΅ΠΌΠΈΡΠ΅ΡΠΊΠΈΠ΅ ΠΈ ΠΏΡΠΎΡΠ΅ΡΡΠΈΠΎΠ½Π°Π»ΡΠ½ΡΠ΅ ΠΊΠΎΠΌΠΏΠ΅ΡΠ΅Π½ΡΠΈΠΈ, ΡΠΎΡΠΌΠΈΡΡΠ΅ΠΌΡΠ΅ Π² ΠΏΡΠΎΡΠ΅ΡΡΠ΅ Π΅Ρ ΠΏΡΠΎΠ²Π΅Π΄Π΅Π½ΠΈΡ
Development Problems for βInconvenientβ Lands on the Urbanized Territories (the Example of Gomel. Republic of Belarus)
ΠΡ
Π°ΡΠ°ΠΊΡΠ΅ΡΠΈΠ·ΠΎΠ²Π°Π½Ρ ΡΠ°ΠΊΡΠΎΡΡ ΡΠΎΡΠΌΠΈΡΠΎΠ²Π°Π½ΠΈΡ ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎ-Π³Π΅ΠΎΠ»ΠΎΠ³ΠΈΡΠ΅ΡΠΊΠΈΡ
ΡΡΠ»ΠΎΠ²ΠΈΠΉ ΡΠ΅ΡΡΠΈΡΠΎΡΠΈΠΉ Π³ΠΎΡΠΎΠ΄Π° ΠΠΎΠΌΠ΅Π»Ρ. Π Π°ΡΡΠΌΠΎΡΡΠ΅Π½ΠΎ Π²Π»ΠΈΡΠ½ΠΈΠ΅ ΠΏΡΠΈΡΠΎΠ΄Π½ΡΡ
ΡΡΠ»ΠΎΠ²ΠΈΠΉ Π½Π° Π²ΡΠ±ΠΎΡ ΠΏΠ»ΠΎΡΠ°Π΄Π΅ΠΉ Ρ ΡΠ΅Π»ΡΡ ΠΈΡ
ΠΈΠ½ΠΆΠ΅Π½Π΅ΡΠ½ΠΎΠ³ΠΎ ΠΎΡΠ²ΠΎΠ΅Π½ΠΈΡ. ΠΠ·ΡΡΠ΅Π½Ρ ΠΏΡΠΎΠ±Π»Π΅ΠΌΡ ΠΎΡΠ²ΠΎΠ΅Π½ΠΈΡ Β«Π½Π΅ΡΠ΄ΠΎΠ±Π½ΡΡ
Β» Π·Π΅ΠΌΠ΅Π»Ρ ΡΡΠ±Π°Π½ΠΈΠ·ΠΈΡΠΎΠ²Π°Π½Π½ΡΡ
ΡΠ΅ΡΡΠΈΡΠΎΡΠΈΠΉ.This paper characterizes the factors of formation of engineering-geological conditions at the territory of the city of Gomel. The influence of natural conditions on the choice of the areas for their engineering development is considered. The results of study show the problems of development of βinconvenientβ lands on the urbanized areas
Peculiarities of Formation and Physico-Mechanical Properties of the Fluvioglacial Deposits of Belarus as Ground Strata
The article presents the information of particular conditions of formation and physicomechanical properties of fluvioglacial deposits of Belarus. Deposits mineral and petrographic composition found to be similar to those in moraine formations, because they were formed as result of erosion of the moraine material by thawing glacial streams. They comprises of the large variety of granulometric types from gravel-pebble to sandy loam with the predominance of sands. They are characterized by significant lateral and depth variability. In general, fluvioglacial soils have the acceptable geotechnical properties and may serve as a good base for different engineering constructions of any class of responsibility