Anthropogenic factors as determinants of deformation and damage of a bridge structure founded on clayed ground – a case study

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F60162694%3AG43__%2F24%3A00559049" target="_blank" >RIV/60162694:G43__/24:00559049 - isvavai.cz</a>

Výsledek na webu

<a href="https://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-6167685d-66f3-461e-b785-cb7862c6a2a3" target="_blank" >https://yadda.icm.edu.pl/baztech/element/bwmeta1.element.baztech-6167685d-66f3-461e-b785-cb7862c6a2a3</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.37105/iboa.166" target="_blank" >10.37105/iboa.166</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Anthropogenic factors as determinants of deformation and damage of a bridge structure founded on clayed ground – a case study

Popis výsledku v původním jazyce

Bridges are often built in complex geological-engineering conditions, on difficult soils, landslide areas or within the range of negative mining influences. These objects are classified as geotechnical category II or III and a ground investigation documentation or geotechnical design should be carried out for them. The correct investigation of the soil, design, and execution in accordance with technical knowledge, the art of construction and the Building Code are a guarantee of the safety of the facility. However, very often it is the complexity of the geological structure, concentrated vertical and horizontal loads transferred by the supports to the soil that make it necessary to use deep foundations, special methods of soil reinforcement and imposing a special technological regime during the execution of construction works. The paper pays attention to anthropogenic and natural factors, as well as those that are the consequence of inappropriate human actions at the design or execution stage. Particular attention is paid to errors in the soil analysis and execution of construction works. An example of such errors analysis is presented in relation to the implementation of a bridge structure.

Název v anglickém jazyce

Anthropogenic factors as determinants of deformation and damage of a bridge structure founded on clayed ground – a case study

Popis výsledku anglicky

Bridges are often built in complex geological-engineering conditions, on difficult soils, landslide areas or within the range of negative mining influences. These objects are classified as geotechnical category II or III and a ground investigation documentation or geotechnical design should be carried out for them. The correct investigation of the soil, design, and execution in accordance with technical knowledge, the art of construction and the Building Code are a guarantee of the safety of the facility. However, very often it is the complexity of the geological structure, concentrated vertical and horizontal loads transferred by the supports to the soil that make it necessary to use deep foundations, special methods of soil reinforcement and imposing a special technological regime during the execution of construction works. The paper pays attention to anthropogenic and natural factors, as well as those that are the consequence of inappropriate human actions at the design or execution stage. Particular attention is paid to errors in the soil analysis and execution of construction works. An example of such errors analysis is presented in relation to the implementation of a bridge structure.

Druh

J_ost - Ostatní články v recenzovaných periodicích

CEP obor

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OECD FORD obor

50900 - Other social sciences

Projekt

—

Návaznosti

I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Rok uplatnění

2023

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Inżynieria Bezpieczeństwa Obiektów Antropogenicznych

ISSN

2450-1859

e-ISSN

2450-8721

Svazek periodika

2023

Číslo periodika v rámci svazku

1

Stát vydavatele periodika

PL - Polská republika

Počet stran výsledku

13

Strana od-do

33-45

Kód UT WoS článku

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EID výsledku v databázi Scopus

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