Tag Archives | Soil Engineering

Seepage: Meaning, Quick Sand Condition, Protective Filters [with formula] | Soil Engineering

Meaning of Seepage: The movement of water through soil is referred to as seepage. The total head at any point of a saturated soil mass, through which water is flowing consists of- (i) Velocity head; (ii) The piezometric head; and (iii) The datum head. Since the velocity through soils is very small, the velocity head is generally neglected. Flow will [...]

By |2018-05-16T06:54:29+00:00May 16, 2018|Seepage Analysis|Comments Off on Seepage: Meaning, Quick Sand Condition, Protective Filters [with formula] | Soil Engineering

How to Construct a Flow Net for Seepage Analysis: Laplace’s Equation and Methods

Construction of Flow Net for Seepage Analysis! Laplace's Equation: The equation is used in the construction of flow net. Assumptions: 1. Flow is two dimensional. 2. Water and soil are incompressible. 3. Soil is isotropic and homogeneous. 4. The soil is fully saturated. 5. The flow is steady, i.e., flow conditions do not change with time. 6. Darcy's law is [...]

By |2018-05-16T06:54:29+00:00May 16, 2018|Seepage Analysis|Comments Off on How to Construct a Flow Net for Seepage Analysis: Laplace’s Equation and Methods

Methods of Soil Stabilization: Top 8 Methods | Soil Engineering

The following points highlight the eight major methods of soil stabilization. The methods are: 1. Lime-Pozzolana Stabilization 2. Cement Stabilization 3. Soil-Bituminous Stabilization 4. Organic Stabilizers 5. Thermal Stabilization 6. Electrical Stabilization 7. Complex Stabilization Technique 8. Complex Stabilization. Method # 1. Lime-Pozzolana Stabilization: Pozzolana is a siliceous material, which, while in itself possessing to cementitious properties will in a [...]

By |2018-05-16T06:54:29+00:00May 16, 2018|Soil Stabilization|Comments Off on Methods of Soil Stabilization: Top 8 Methods | Soil Engineering
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