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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F74b8d7d1-6558-4369-942f-ab50a1478b89%2Ffe3499ba-a28f-49a4-9ed5-2b0ce5946f98%2Fl9401q_processed.jpeg&w=3840&q=75)
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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