A borehole log profile in a construction project is shown in the figure. The proposed construction will impart a net stress of 12 N/cm2. Use unit weight of water equal to 9.81 kN/m³. BH 01 4.6 m Yt = 18.4 kN/m³ 10.5 m y = 9.5 kN/m3 w = 32% LL = 40% 7.6 m Ys = 26.8 kN/m³ where y, = unit weight of soil particles Determine the nearest value to the buoyant unit weight of the clay. 9.84 kN/m3 10.12 kN/m3 9.07 kN/m3 9.65 kN/m3 Soft Clay Fine Sand

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A borehole log profile in a construction project is
shown in the figure. The proposed construction
will impart a net stress of 12 N/cm2. Use unit
weight of water equal to 9.81 kN/m³.
BH 01
4.6 m
Yt = 18.4 kN/m³
10.5 m
y = 9.5 kN/m³
w = 32%
LL = 40%
7.6 m
Ys = 26.8 kN/m³
where y, = unit weight of soil particles
Determine the nearest value to the buoyant unit
weight of the clay.
9.84 kN/m3
10.12 kN/m3
9.07 kN/m3
9.65 kN/m3
Fine Sand
Soft Clay
Transcribed Image Text:A borehole log profile in a construction project is shown in the figure. The proposed construction will impart a net stress of 12 N/cm2. Use unit weight of water equal to 9.81 kN/m³. BH 01 4.6 m Yt = 18.4 kN/m³ 10.5 m y = 9.5 kN/m³ w = 32% LL = 40% 7.6 m Ys = 26.8 kN/m³ where y, = unit weight of soil particles Determine the nearest value to the buoyant unit weight of the clay. 9.84 kN/m3 10.12 kN/m3 9.07 kN/m3 9.65 kN/m3 Fine Sand Soft Clay
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