Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Optimum Type of Depth Constructions in Insulated Soils
https://orcid.org/http://orcid.org/0000-0001-6729-7003
The reliability of the operation of constructed buildings and constructions depends on the rational types of foundations. In cases where structurally unstable engineering geological elements (EGE) are present in the base, the design and construction of the foundations are subject to increased requirements. For bases folded from sedimentary soils of natural occurrence, the main deterioration indicators are the relative sedimentation coefficient ɛse and the initial sedimentary pressure Pse. Neglect of the impact of these indicators in most cases leads to a deterioration in the reliability of the facilities constructed. This article gives an example of geotechnical practice in which, due to a timely detected error of omission of sloppy characteristics avoided the emergency situation of an object being built.
Optimum Type of Depth Constructions in Insulated Soils
https://orcid.org/http://orcid.org/0000-0001-6729-7003
The reliability of the operation of constructed buildings and constructions depends on the rational types of foundations. In cases where structurally unstable engineering geological elements (EGE) are present in the base, the design and construction of the foundations are subject to increased requirements. For bases folded from sedimentary soils of natural occurrence, the main deterioration indicators are the relative sedimentation coefficient ɛse and the initial sedimentary pressure Pse. Neglect of the impact of these indicators in most cases leads to a deterioration in the reliability of the facilities constructed. This article gives an example of geotechnical practice in which, due to a timely detected error of omission of sloppy characteristics avoided the emergency situation of an object being built.
Optimum Type of Depth Constructions in Insulated Soils
https://orcid.org/http://orcid.org/0000-0001-6729-7003
The reliability of the operation of constructed buildings and constructions depends on the rational types of foundations. In cases where structurally unstable engineering geological elements (EGE) are present in the base, the design and construction of the foundations are subject to increased requirements. For bases folded from sedimentary soils of natural occurrence, the main deterioration indicators are the relative sedimentation coefficient ɛse and the initial sedimentary pressure Pse. Neglect of the impact of these indicators in most cases leads to a deterioration in the reliability of the facilities constructed. This article gives an example of geotechnical practice in which, due to a timely detected error of omission of sloppy characteristics avoided the emergency situation of an object being built.
Optimum Type of Depth Constructions in Insulated Soils
Lecture Notes in Civil Engineering
Vatin, Nikolai I. (Herausgeber:in) / Tamrazyan, Ashot G. (Herausgeber:in) / Plotnikov, Alexey N. (Herausgeber:in) / Leonovich, Sergei N. (Herausgeber:in) / Pakrastins, Leonids (Herausgeber:in) / Rakhmonzoda, Ahmadjon (Herausgeber:in) / Sokolov, N. S. (Autor:in)
International Conference on Construction and Development: Life Cycle ; 2020
22.02.2022
10 pages
Aufsatz/Kapitel (Buch)
Elektronische Ressource
Englisch
Coefficient of relative permeability <italic>ɛ</italic><sub>se</sub> , Initial dilution pressure <italic>P</italic><sub>se</sub> , Electro-discharge technology EDT , Screw injection EDT piles Engineering , Building Construction and Design , Building Repair and Maintenance , Geoengineering, Foundations, Hydraulics
Optimum Type of Depth Constructions in Insulated Soils
| TIBKAT | 2022
Modern insulated constructions in Germany
| Engineering Index Backfile | 1929
Modern insulated constructions in Germany
| Engineering Index Backfile | 1929