PROBLEM: An infinite slope of granular soil has a slope of 23. The saturated unit weight of sand is 21.5 kN/m³ and the effective friction angle is 35. The sand has a depth of 5 m. over a sledge rock. Depth of sand is measured vertically. Compute the factor of safety of the infinite slope of sand layer when subjected to partial seepage parallel to the slope with water at a vertical depth of 3 m. above the sledge rock. H=Sm ORÖCK B=23*
PROBLEM: An infinite slope of granular soil has a slope of 23. The saturated unit weight of sand is 21.5 kN/m³ and the effective friction angle is 35. The sand has a depth of 5 m. over a sledge rock. Depth of sand is measured vertically. Compute the factor of safety of the infinite slope of sand layer when subjected to partial seepage parallel to the slope with water at a vertical depth of 3 m. above the sledge rock. H=Sm ORÖCK B=23*
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![PROBLEM: An infinite slope of granular
soil has a slope of 23. The saturated unit
weight of sand is 21.5 kN/m3 and the
effective friction angle is 35. The sand
has a depth of 5 m. over a sledge rock.
Depth of sand is measured vertically.
Compute the factor of safety of the
infinite slope of sand layer when
subjected to partial seepage parallel to
the slope with water at a vertical depth of
3 m. above the sledge rock.
H=5m
ORÖCK
B=23*](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F23ae18c1-b34b-483c-83b9-668012913544%2Fb6169640-195e-4a08-ab36-7ffaf22df916%2Fbjpta69k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:PROBLEM: An infinite slope of granular
soil has a slope of 23. The saturated unit
weight of sand is 21.5 kN/m3 and the
effective friction angle is 35. The sand
has a depth of 5 m. over a sledge rock.
Depth of sand is measured vertically.
Compute the factor of safety of the
infinite slope of sand layer when
subjected to partial seepage parallel to
the slope with water at a vertical depth of
3 m. above the sledge rock.
H=5m
ORÖCK
B=23*
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