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    Wyświetlanie 1-3 z 3
    Tytuł:
    Innowacyjna metoda wzmocnienia gruntu za przyczółkiem przy użyciu iniekcji geopolimerowych
    Innovative method of strengthening soil behind the abutment by using geopolymer injections
    Autorzy:
    Banaś, Anna
    Bałachowski, Lech
    Kuryłowicz, Andrzej
    Poteraj-Oleksiak, Agnieszka
    Powiązania:
    https://bibliotekanauki.pl/articles/128641.pdf
    Data publikacji:
    2020
    Wydawca:
    PWB MEDIA Zdziebłowski
    Tematy:
    most
    wiadukt
    wzmocnienie gruntu
    przyczółek
    geopolimer
    iniekcja geopolimerowa
    technologia
    osiadanie nadmierne
    remont
    ochrona środowiska
    ułatwienie komunikacyjne
    bridge
    soil strengthening
    abutment
    geopolymer
    injection
    technology
    excessive settlement
    renovation
    environmental protection
    communication facilities
    Opis:
    W obecnych czasach szybki rozwój infrastruktury i nowoczesnych technologii niejednokrotnie narzuca projektantom oraz wykonawcom takie rozwiązania, aby prowadzone roboty budowlane były jak najmniej uciążliwe dla uczestników ruchu i nie ingerowały w system komunikacyjny. Dotyczy to zarówno budowy nowych obiektów, jak i remontu już istniejących. W niniejszej pracy przedstawiono nowatorską koncepcję remontu wiaduktu w ciągu drogi krajowej nr 12 nad torami PKP w miejscowości Podbór. Problemem, który występował podczas eksploatacji obiektu i prowadził do potrzeby pilnej oraz jak najmniej inwazyjnej jego naprawy, było nadmierne osiadanie nasypu za przyczółkiem. Pierwszy raz w Polsce wykonano wzmocnienie gruntu za przyczółkiem wiaduktu przy użyciu iniekcji geopolimerowych, które w znaczący sposób skróciło czas ograniczenia w ruchu kołowym, a tym samym także samego remontu.
    Nowadays, the rapid development of infrastructure and modern technologies often imposes on designers and contractors solutions which make the carried out construction works hassle-free for road users and interfere with the communication system as little as possible. This work presents an innovative concept for the renovation of the viaduct along National Road No. 12 over the PKP tracks in Podbór. The problem that occurred during the exploatation of the viaduct and led to the urgent and least invasive repair of it was excessive settlement of the embankment behind the abutment. For the first time in Poland, the abutment of viaduct was strengthened using geopolymer injections, which significantly reduced the time allocated to the restrictions on road traffic, and thus shortened the time of the investment itself.
    Źródło:
    Builder; 2020, 24, 9; 24-28
    1896-0642
    Pojawia się w:
    Builder
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Wzmacnianie podłoża w gruntach zapadowych i nienasyconych
    Autorzy:
    Kozubal, Janusz Witalis
    BAŁACHOWSKI, Lech
    GRUCHOT, Andrzej
    Powiązania:
    https://bibliotekanauki.pl/books/1931260.pdf
    Data publikacji:
    2019
    Wydawca:
    Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
    Opis:
    Strengthening collapsible and unsaturated substrates. Summary In this work there are presented physical properties of multiphase material under negative pressure in the pores, affecting the flow of water, considered as the relationship between the saturation of the pores and the value of matric suction. The process of moisture content changes is supplemented by the description of the strength properties of the partially saturated substrate. The effective stresses are based on Terzaghi’s dependence, regarding modification made by Bishop for consideration of the negative pore pressure. Theoretical calculations are based on the criterion of the strength of the unsaturated soil in correlation with the Fredlund’s concept along with subsequently followed modifications. In the part concerning the features of unsaturated soil, the problem of the group of piles cooperating with the pile cap under the vertical load has been solved. The numerical modeling algorithm was made in correlation with symmetry and then calibrated what was based on numerous field experiments. The applicability of well-documented issues concerning saturated soil mechanics was extended while taking into account substrates with negative air pressure in the pores. The author paid attention to methods for strengthening the eolic collapsible material – loess, as the particular part of unsaturated soils. The following list presents the wide choice of possible solutions that have been experimented on field tests: • bored multilayer soil columns, • bored multilayer soil columns reinforced by adding fibers to their core and shell, • the triplet method, which seems to be an option considering soil columns after the process of a high-energy consolidation and deep humidification of the substrate, • the above methods supplemented with geotextiles additionally. The work presents three-dimensional numerical models, including FEM, FDM, allowing the tracking of processes which take place in the contact between structural components and soil. There are options for an improved substrate including the reinforcement with geotextiles and analytical models that are convenient to use. The work is focused on forecasting the flow in the substrate material and detecting possible sources of water. The randomness has got a significant role in the process 156 Strengthening collapsible and unsaturated substrates. Summary of water transportation in capillaries such as distribution, diameter, length, and relations between them. As a result, this seems to introduce a complementary component for calculations and considerations in the area of reliability analysis. The special reliability methods are used in case of nonlinear material in order to detect and obtain small failure probability values. In the technological core part, the problem of preventing failures of embankments on sensitive soils is taken into consideration. The key issue seems to be bored multilayer soil columns along with analytical solutions which try to offer a highly effective way to improve loess substrate. They give a long-lasting effect of the increased value of stiffness strength, which results in increased resistance of the constructed structure both to overload and hydration. The technologies presented might be characterized by a small number of supplements as well as by small energy and labor consumption. The reinforced base material is deprived of sensitivity to any changes in saturation and has got better strength parameters.
    Dostawca treści:
    Biblioteka Nauki
    Książka
    Tytuł:
    Effective friction angle of deltaic soils in the Vistula Marshlands
    Autorzy:
    Międlarz, Kamila
    Konkol, Jakub
    Bałachowski, Lech
    Powiązania:
    https://bibliotekanauki.pl/articles/178633.pdf
    Data publikacji:
    2019
    Wydawca:
    Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
    Tematy:
    angle of internal friction
    CPTU
    triaxial testing
    soft soils
    peat
    Opis:
    This article presents the results of laboratory tests on soft, normally consolidated soils from the Vistula Marshlands. Samples of high-plasticity organic soils (muds) taken from 3.2–4.0 m and 9.5–10.0 m depth, as well as peat deposit at 14.0 m, are analysed. Presented case study confirms the applicability of the Norwegian Institute of Technology (NTH) method based on Cone Penetration Tests (CPTU) and allows for a conservative estimation of effective friction angle for muds. The plastification angle equal to 14.5° for organic silt, applied in the modified NTH method, fits well the triaxial test (TX) results. Moreover, the dilative-contractive behaviour according to the CPTU soil classification based on the Robertson’s proposal from 2016 corresponds well with volumetric changes observed in the consolidated drained triaxial compression tests. The internal friction angles of the Vistula Marshlands' muds and peats are lower in comparison with the database of similar soft soils.
    Źródło:
    Studia Geotechnica et Mechanica; 2019, 41, 3; 143-150
    0137-6365
    2083-831X
    Pojawia się w:
    Studia Geotechnica et Mechanica
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
      Wyświetlanie 1-3 z 3

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