A saturated undisturbed sample from a clay strata has moisture content of 22.22% and specific weight of 2.7. Assuming y, = 10 kN/m³ , the void ratio %3D and the saturated unit weight of the clay, respectively are (A) 0.6 and 16.875 kN/ m³ (B) 0.3 and 20.625 kN / m³ (C) 0.6 and 20.625 kN/ m³ (D)0.3 and 16.975 kN/ m³
A saturated undisturbed sample from a clay strata has moisture content of 22.22% and specific weight of 2.7. Assuming y, = 10 kN/m³ , the void ratio %3D and the saturated unit weight of the clay, respectively are (A) 0.6 and 16.875 kN/ m³ (B) 0.3 and 20.625 kN / m³ (C) 0.6 and 20.625 kN/ m³ (D)0.3 and 16.975 kN/ m³
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![A saturated undisturbed sample from a
clay strata has moisture content of
22.22% and specific weight of 2.7.
Assuming y, = 10 kN/m³ , the void ratio
%3D
and the saturated unit weight of the clay,
respectively are
(A) 0.6 and 16.875 kN/ m²
(B) 0.3 and 20.625 kN/m³
(C) 0.6 and 20.625 kN/ m³
(D)0.3 and 16.975 kN / m³](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3e16dc24-a461-43a0-9546-b813f3a09cb6%2Fe39d127c-87a7-4119-9a2a-35af825268a5%2Fjnh0klr_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A saturated undisturbed sample from a
clay strata has moisture content of
22.22% and specific weight of 2.7.
Assuming y, = 10 kN/m³ , the void ratio
%3D
and the saturated unit weight of the clay,
respectively are
(A) 0.6 and 16.875 kN/ m²
(B) 0.3 and 20.625 kN/m³
(C) 0.6 and 20.625 kN/ m³
(D)0.3 and 16.975 kN / m³
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