Soil Stabilization – MCQ || Soil Engineering
Soil Stabilization – MCQ 1. The aim of soil stabilization is to increase the a) Seepage.b) Bearing capacity.c) Shear strength.d) […]
Soil Stabilization – MCQ 1. The aim of soil stabilization is to increase the a) Seepage.b) Bearing capacity.c) Shear strength.d) […]
Relationship Between the SPT values with Angle of shearing resistance, Compactness, and Relative Density The relationship between the standard penetration
Penetration Tests and Soil Sample Exploration – MCQ 1. The SPT-N value is the number of blows required to drive
Swedish Circle Method Swedish circle method for analyzing the slope stability: This method was first introduced by Fellenius (1926) for
9 Assumptions of Coulomb’s Wedge Theory Following are the 9 assumptions of Coulomb’s wedge theory or Coulomb’s wedge failure theory
Relation Between Submerged Unit Weight, Specific Gravity, Void Ratio and Unit Weight of Water In this article, we shall make
Typical Values of Permeability for Different Soils The permeability or coefficient of permeability can be defined as the rate of
Relation Between Dry Unit Weight, Specific Gravity, Percentage of Air Voids, and Water Content In this article, we shall make
The coefficient of permeability of soil(K) can also be computed from several empirical formulae, which are given below:
1. Jaky’s Formula.
2. Allen Hazen’s Formula.
3. Terzaghi’s Formula.
4. Kozney’s Formula.
5. Louden’s Formula
In this article, we are going to discuss about the capillarity permeability test or the horizontal capillarity test, which is another one method used for determining the coefficient of permeability as well as the value of capillarity height of the soil sample.