REFERENCE GROUP THEORY WITH IMPLICATIONS FOR INFORMATION STUDIES: A THEORETICAL ESSAY




Influence of the Internal Friction Resistance on the Vertical Compressive Bearing Capacity of Large-Diameter Steel Pipe Piles

Current calculation methods for the vertical bearing capacity of steel pipe piles are predominantly designed for smaller diameters and do not account for the soil inside the pile.This necessitates an evaluation of their click here applicability to piles with diameters exceeding 2.0 m.This study aims to refine the existing formula for calculating ve

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