会议论文详细信息
Energy Management of Municipal Transportation Facilities and Transport - EMMFT 2017
The use of modern data about the composition and properties of soils for the development of transport infrastructure of Tyumen
Eremin, Dmitry^1
State Agrarian University of Northern Zauralye, Republic Street, 7, Tyumen
625003, Russia^1
关键词: Design and construction;    Filtration coefficient;    Genetic characteristics;    International standards;    Layered Structures;    Transport infrastructure;    Water permeability;    Water soluble salts;   
Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/90/1/012021/pdf
DOI  :  10.1088/1755-1315/90/1/012021
来源: IOP
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【 摘 要 】

Sedimentary properties territory Tura-Pyshma interfluve, where Tyumen is located are determined by the general course of ancient and especially the newest tectonic movements. Active development of the transport network on the territory of the Tour-Pyshma interfluve has created the need for a contemporary study of regional peculiarities of grounds. This will allow you to create roads with the quality meet the international standards. The use of average values of indicators of the properties of silty-clay soils during the development of the transport infrastructure projects of the city of Tyumen and its environs is ineffective due to the genetic characteristics of the rocks located at the depth of 1.5-5.0 meters. Detailed analysis showed that the studied soil belongs to the covering carbonate loams and clays, differing in its characteristics from loess-like sediments of the European part of Russia. The thickness of the covering rocks is not more than 5 meters. It's low-carbonate, non-saline and often has a layered structure. The upper three meters of sediments contain the minimum quantity of water-soluble salts (dry residue less than 0.1%). Studied covering loams are characterized by favorable physical properties: the density of the bulk and the particle is 1.44 to 1.62 and 2.70-2.78 g/cm3, respectively. Water permeability is high - the filtration coefficient varies from 3.4 to 6.4 m/day, the minimum water velocity observed in the clay types of soil. The presence of sand layers adversely affects the permeability of soil. Therefore, the design and construction of transport infrastructure of the city and the surrounding territories it is necessary to consider regional features of grounds.

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