Temat: structure monitoring - Katalog OPAC zbiorów

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Tytuł:: Stateczność obiektów zabytkowych na przykładzie kościoła św. Anny w Warszawie
Stability of antique structures on the example of St. Anna’s Church in Warsaw
Autorzy:: Grela, M.
Powiązania:: https://bibliotekanauki.pl/articles/2075706.pdf
Data publikacji:: 2017
Wydawca:: Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:: kościół św. Anny
podstawa fundamentu
katastrofa budowlana
monitorowanie struktury
sonda statyczna CPT
St. Anna’s Church
foundation underpinning
construction disaster
structure monitoring
CPT static probe
Opis:: This article describes the issues of stability of antique structures on the example of St. Anna’s Church in Warsaw which in 1949 was feared of collapsing in result of construction works performed on its immediate vicinity at W-Z Route. The article describes the story of the most-known Polish construction disaster, its consequences and impact on the point of view towards stability of antique structures placed on slopes in terms of geological structure and ground investigations. In addition the results of tests in foundation excavations were presented. They prove that foundation reinforcing through underpinning was known in the territory of Poland as early as in the 17th century. Moreover, the article describes the scope of monitoring for vertical and horizontal dislocations of the church, as well as for the entire slope.
Źródło:: Przegląd Geologiczny; 2017, 65, 10/2; 895--899
0033-2151
Pojawia się w:: Przegląd Geologiczny
Dostawca treści:: Biblioteka Nauki

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Tytuł:: Wpływ obiektów głęboko posadowionych na strukturę strumienia filtracji wód podziemnych w obszarze wrażliwym na zmiany warunków hydrogeodynamicznych
Impact of deep foundations on the groundwater flow structure in the hydrogeodynamically vulnerable area
Autorzy:: Opęchowski, Konrad
Krogulec, Ewa
Powiązania:: https://bibliotekanauki.pl/articles/2075930.pdf
Data publikacji:: 2019
Wydawca:: Państwowy Instytut Geologiczny – Państwowy Instytut Badawczy
Tematy:: efekt zapory
głębokie podłoże
struktura przepływu wód podziemnych
monitorowanie poziomu wód gruntowych
skumulowane skutki
urbanizacja
Warszawa
dam effect
deep foundation
groundwater flow structure
groundwater level monitoring
cumulative impacts
urbanization
Warsaw
Opis:: The progressive citification of urban spaces results in compacting buildings and deeper foundation of new objects, and even deepening of existing facilities - to obtain maximum use of underground space. This process significantly interferes with the geological environment, both in the local (single deep foundation objects) and district (linear objects such as subways, tunnels, sewage collectors, groups of deep foundation objects). In Warsaw, underground urbanization extends several dozen meters deep and reaches the upper parts of the Neogene deposits, often fully intersecting Quaternary deposits. The progressing urbanization, and in particular the cumulative influence of deep foundation structures, creates a new set of factors with a potentially significant impact on the hydrogeological conditions of the Quaternary aquifer, including also the deep-seated aquifer, so far not having placed under a direct hydrogeodynamic impact. This article presents an assessment of the impact of underground development on the groundwater flow structure, with a particular emphasis on the deformation of the filtration mesh as a permanent result of object built-in into the groundwater stream. The analysis is based on the real case study of the implementation of a building located in the area vulnerable to hydrogeodynamic changes, where additionally can occur a cumulative impact with underground subway tunnels. Model simulations of the building foundation impact on the hydrogeodynamic conditions of the environment were performed. The results of prognostic model calculations were compared with the observations of changes in the groundwater level during construction works. The results indicate slight, permanent changes in groundwater levels, an increase in hydraulic gradients and changes in water flow directions. The scope of the changes was considered safe for the environment and building objects, allowing even a deeper foundation, although not devoid of the need for a long-term observation of groundwater levels. The obtained results indicate the usefulness and utilitarianity of numerical modeling methods in the analysis of hydrogeological conditioning of deep foundations.
Źródło:: Przegląd Geologiczny; 2019, 67, 6; 478--486
0033-2151
Pojawia się w:: Przegląd Geologiczny
Dostawca treści:: Biblioteka Nauki

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