AN ESTIMATION OF THE BEARING CAPACITY OF PILES IN COHESIONLESS SOILS
نویسندگان
چکیده
منابع مشابه
Bearing Capacity of Shallow Foundations on Cohesionless Soils: A Random Forest Based Approach
Determining the ultimate bearing capacity (UBC) is vital for design of shallow foundations. Recently, soft computing methods (i.e. artificial neural networks and support vector machines) have been used for this purpose. In this paper, Random Forest (RF) is utilized as a tree-based ensemble classifier for predicting the UBC of shallow foundations on cohesionless soils. The inputs of model are wi...
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ژورنال
عنوان ژورنال: Transactions of the Japan Society of Civil Engineers
سال: 1959
ISSN: 1884-4944,0047-1798
DOI: 10.2208/jscej1949.1959.64_48