BAB II SHALLOW FOUNDATION ON SOIL LAYERS 1. Bearing Capacity of Foundation on Soil Layers Foundation on soil layers means the thickness of soil below the foundation H<2B, and another soil exist below it. For Soft clay upper the stiff clay, Vesic proposed the ultimate bearing capacity as follows q ult = c (1) N m +D f γ Net q ultnet = c (1) N m where : c (1) = cohesion for first layer N m = bearing capacity factor D f = depth of foundation γ = unit weight of first layer soil Figure II.1 Foundation on clay layers 36 B D f H Tanah diatas dasar pondasi C Tanah lempung lapis atas satCu1 u1Tanah lempung lapis bawah satCu2 u
The calculation of Shallow Foundation by My lecture
TRANSCRIPT
Untuk orang yang aku cintai SHT
PAGE 45
BAB II
SHALLOW FOUNDATION ON SOIL LAYERS1. Bearing Capacity of
Foundation on Soil LayersFoundation on soil layers means the
thickness of soil below the foundation H
