The shearing strength of a cohesion less coil depends on -a)Dry densi...
Factor Affecting Shear Strength of Cohesionless Soil-
- Shear strength of cohesionless soils is only developed with the presence of effective stress.
- Shear strength increases with increasing effective stress.
- The increase of shear strength of cohesionless soil depends upon the internal friction angles of the soil.
- The type of soil most susceptible to liquefaction is one in which the resistance to deformation is mobilized by friction between particles. If other factors such as grain shape, uniformity coefficient, and relative density are equal, the frictional resistance of cohesion less soil decreases as the grain size of soils becomes smaller.
View all questions of this test
The shearing strength of a cohesion less coil depends on -a)Dry densi...
Shearing Strength of a Cohesionless Soil:
Shearing strength of a cohesionless soil is the maximum shear stress or shear resistance that the soil can withstand before it fails. The following factors affect the shearing strength of a cohesionless soil:
1. Dry Density:
The dry density of a soil is the weight of the soil per unit volume in the absence of water. The shearing strength of a cohesionless soil increases with an increase in the dry density of the soil. This is because a denser soil has more particles in contact with each other, which increases the frictional resistance between the particles.
2. Rate of Loading:
The rate of loading is the speed at which the load is applied to the soil. The shearing strength of a cohesionless soil decreases with an increase in the rate of loading. This is because a rapid loading does not allow the soil particles to adjust to the applied load, leading to a decrease in the frictional resistance between the particles.
3. Confining Pressure:
The confining pressure is the pressure that is applied to the soil from all sides. The shearing strength of a cohesionless soil increases with an increase in the confining pressure. This is because the confining pressure compresses the soil particles and increases the frictional resistance between them.
Conclusion:
Therefore, it can be concluded that the shearing strength of a cohesionless soil depends on the dry density, rate of loading, and confining pressure.