Laboratory Investigation of Load Incremental Effect on the Deformation of Clay Under Axially Loaded Modeled Circular Piles
TW Adejumo, M Alhassan, IL Boiko - Procedia Engineering, 2013 - Elsevier
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 20mm diameter, 200mm length, made up of single pile, 4 No
pile group of 2× 2 with centre to centre a= 4d, and 9 No pile group of 3× 3 with centre to
centre a= 3d, were driven into clearly marked layered clay soils differentiated by w= 20%, γ=
17kN/m3 for the weak; w= 10%, γ= 19kN/m3 for the strong) while the third class of reinforced …
effect on the deformation of clay under axially loaded modeled wooden circular piles in clay.
The modeled piles consist of 20mm diameter, 200mm length, made up of single pile, 4 No
pile group of 2× 2 with centre to centre a= 4d, and 9 No pile group of 3× 3 with centre to
centre a= 3d, were driven into clearly marked layered clay soils differentiated by w= 20%, γ=
17kN/m3 for the weak; w= 10%, γ= 19kN/m3 for the strong) while the third class of reinforced …
[引用][C] Laboratory Investigation of Load Incremental Effect on the Deformation of Clay under Axially Loaded Modeled Circular Piles
AT Elisha, M Alhassan, IL Boiko - 2013 - … and Techniques, 16-17th May, 2013 …
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