1. There was an independent foundation beneath the column, and the ground conditions are provided, as shown in the figur

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1 There Was An Independent Foundation Beneath The Column And The Ground Conditions Are Provided As Shown In The Figur 1 (268.56 KiB) Viewed 23 times

1. There was an independent foundation beneath the column, and the ground conditions are provided, as shown in the figure below. The total self-weight of the foundation and filled soil is given as Gy=495 kN. The spread angle for the underlying layer=21.9º. The dimension modification coefficients of bearing capacity are listed in the table below. (1) Please determine the bearing capacity for the supporting layer and its underlying layer. (2) And then check whether or not the present design is complying with the standard of bearing capacity. no nd 1.1 0 Soil profile and description Muddy soil Artificial filled soil Silty clay of e or I_ <0.85 0 1.2 0.33 1.8 FR=1020KN M=103kN.m &=71kN Filled soil #g y =16.5 kN/m 1.4m 3.2 m X 3.6m 0.9m 3.6ml 1 3 3.6m {=0.75 Silty clay # y =19.2kN/me=0.80 fak=122kPa E=5800kPa sl Sit clay淤泥质黏土 y =17.7kN/m 3 fake =63kPa w=42% E,=1820kPa 52