Now showing items 1-2 of 2

    • Effect of Vertical Cross-Sectional Shape of Foundation on Settlement and Bearing Capacity of Soils 

      Boiko, I. L.; Alhassan, M. (2013)
      Load-settlement relationships of shallow foundation models with different vertical cross-sectional shapes on different modeled subsoil conditions are presented. Model of shallow foundations with rectangular, wedge and T-shape vertical cross-sections were studied. The study generally shows that bulk of the load resistance of subsoil bases at the instance of shallow foundations ...
      2018-03-10
    • Laboratory Investigation of Load Incremental Effect on the Deformation of Clay Under Axially Loaded Modeled Circular Piles 

      Adejumo, T. W.; Alhassan, M.; Boiko, I. L. (2013)
      This paper presents the results of recent experimental investigation of load incremental effect on the deformation of clay under axially loaded modeled wooden circular piles in clay. The modeled piles consist of 20 mm diameter, 200 mm length, made up of single pile, 4 No pile group of 2x2 with centre to centre a = 4d, and 9 No pile group of 3x3 with centre to centre a = 3d, were ...
      2018-03-10