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Showing 1 to 6 of 6 for “"Negative Skin Friction"”.

  1. Negative skin friction on single piles in clay subjected to direct and indirect loading

    … element technique is developed to analyze the negative skin friction induced in single floating piles subjected to direct and indirect loading. The pile is embedded in saturated clay. The clay is subjected to surcharge pressure for generating indirect loading on the pile. The soil is assumed to …

    concordia Repository record for Negative skin friction on single piles in clay subjected to direct and indirect loading (opens in a new tab)

  2. Finite element analysis of time dependent settlements around pile structures

    … predicting settlement, rate of settlement and negative skin friction effects and downdrag force on a pile caused by consolidation of the surrounding soils. The influence of negative skin friction caused by consolidation due to gravity, due to backfill and due to backfill with external load are …

    vt Repository record for Finite element analysis of time dependent settlements around pile structures (opens in a new tab)

  3. Métodos de cálculo de atrito negativo em estacas - estudo e discussão

    This work presents a state of art of negative skin friction on piles. The must usual calculation methods and how to deal with this problem in deep foundation design are discussed. Two field problems were analyzed according to the above cited methods.

    brazil-uerj Repository record for Métodos de cálculo de atrito negativo em estacas - estudo e discussão (opens in a new tab)

  4. ANALYSIS OF THE EFFECTS OF HEAVILY LOADED MAT FOUNDATION ON ADJACENT DRILLED SHAFT FOUNDATION

    Construction of heavily loaded shallow foundations adjacent to deep foundation is generally avoided in common geotechnical engineering practice to minimize additional loads on deep foundations. However, with the growing trend of urbanization leading to a demand of new construction, it is not always …

    siu-theses Repository record for ANALYSIS OF THE EFFECTS OF HEAVILY LOADED MAT FOUNDATION ON ADJACENT DRILLED SHAFT FOUNDATION (opens in a new tab)

  5. Response of piled buildings to the construction of deep excavations

    … below the base of the pile and development of negative (or positive) skin friction due to relative movements of the soil and the pile shaft. The response of piles in the case of soil displacements depends on the working load of the pile, the percentages of end bearing and shaft friction of the …

    cambridge Repository record for Response of piled buildings to the construction of deep excavations (opens in a new tab)