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If a infinite slope of clay at depth 5m has cohesion of 10?
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If a infinite slope of clay at depth 5m has cohesion of 10?
Explanation of Infinite Slope of Clay with Cohesion of 10 at Depth 5m


Infinite Slope of Clay


An infinite slope of clay refers to a slope that extends indefinitely in the horizontal direction. Clay is a type of soil that is composed of fine-grained minerals. It has relatively low shear strength and can deform easily under load.


Cohesion


Cohesion is the internal strength of a material that resists its tendency to be pulled apart. In other words, it is the force that holds the particles of a material together. In soil mechanics, cohesion is a measure of the shear strength of a soil.


Depth of 5m


The depth of 5m refers to the distance from the surface of the slope to a point 5 meters below the surface. This depth is significant because it affects the shear strength of the soil. As the depth increases, the confining pressure on the soil particles also increases, which can increase the shear strength of the soil.


Implications of Cohesion of 10


A cohesion of 10 means that the soil has a relatively high shear strength. This can be beneficial in terms of slope stability, as it can resist the tendency of the slope to fail or slide. However, other factors such as the angle of the slope, the weight of any structures or loads on the slope, and the presence of water or other external forces can also affect the stability of the slope.


Conclusion


In summary, an infinite slope of clay at a depth of 5m with a cohesion of 10 has relatively good shear strength, which can help to resist failure or sliding. However, other factors must also be considered to determine the overall stability of the slope.
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An unsupported slope of height 15 m is shown in the figure (not to scal e), in which the slope face makes an angle 50° with the horizontal.The slope material comprises purely cohesive soil having undrained cohesion 75 kPa. A trial slip circle KLM, with a radius 25 m, passes through the crest and toe of the slope and it subtends an angle 60° at its center O. The weight of the active soil mass (W, bounded by KLMN) is 2500 kN/m, which is acting at a horizontal distance of 10 m from the toe of the slope. Consider the water table to be present at a very large depth from the ground surface.Considering the trial slip circle KLM, the factor of safety against the failure of slope under undrained condition (rounded off to two decimal places) is _________. Correct answer is '1.96'. Can you explain this answer?

An unsupported slope of height 15 m is shown in the figure (not to scal e), in which the slope face makes an angle 50 with the horizontal. The slope material comprises purely cohesive soil having undrained cohesion 75 kPa. A trial slip circle KLM, with a radius 25 m, passes through the crest and toe of the slope and it subtends an angle 60 at its center O. The weight of the active soil mass (W, Bounded by KLMN) is 2500 kN/m, which is acting at a horizontal distance of 10 m from the toe of the slope. Consider the water table to be present at a very large depth from the ground surface.Considering the trial slip circle KLM, the factor of safety against the failure of slope under undrained condition (round off to two decimal places) is_________ Correct answer is '1.96'. Can you explain this answer?

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If a infinite slope of clay at depth 5m has cohesion of 10?
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