Issue |
E3S Web Conf.
Volume 33, 2018
High-Rise Construction 2017 (HRC 2017)
|
|
---|---|---|
Article Number | 02024 | |
Number of page(s) | 5 | |
Section | 2 Engineering Systems and Building Materials | |
DOI | https://doi.org/10.1051/e3sconf/20183302024 | |
Published online | 06 March 2018 |
Choosing the function of mechanical properties of grounds and rock formations due to their heterogeneity
Moscow State University of Civil Engineering, Yaroslavskoye sh., 26, 129337 Moscow, Russia
* Corresponding author: ifrolova51@inbox.ru
The development of computing techniques to analyze underground structures, buildings in high-rise construction that would fully take account of the conditions of their design and operation, as well as the real material properties, is one of the important trends in structural mechanics. For the territory in high-rise construction it is necessary to monitor the deformations of the soil surface. When high-rise construction is recommended to take into account the rheological properties and temperature deformations of the soil, the effect of temperature on the mechanical characteristics of the surrounding massif. Similar tasks also arise in the creation and operation of underground parts of high-rise construction, which are used for various purposes. These parts of the structures are surrounded by rock massifs of various materials. The actual mechanical characteristics of such materials must be taken into account. The objective property of nearly all materials is their non-homogeneity, both natural and technological. The work addresses the matters of building nonhomogeneous media initial models based on the experimental evidence. This made it possible to approximate real dependencies and obtain the appropriate functions in a simple and convenient way.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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