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Settlement of Soil: It is clear from the graph that when increases e decreases i.e., due to increase in the effective stress the compression of soil will increase. Is the average increase in effective pressure. ... As the effective stress increases, the settlement of the soil also increases.
Total stress below a river or lake The total stress is the sum of the weight of the soil up to the surface and the weight of water above this: Vertical total stress at depth z, SV = g.z + GW.z. The vertical total stress will change with changes in water level and with excavation.
Total stress below a river or lake The total stress is the sum of the weight of the soil up to the surface and the weight of water above this: Vertical total stress at depth z, SV = g.z + GW.z. The vertical total stress will change with changes in water level and with excavation.
Effective stress is the force at contact particles of soil but divided by total area. The contact area is very less between the particles here. It can not be obtained practically, but we can calculate the effective stress by measuring total stress and pore water pressure.
The total overburden pressure at a given depth is obtained from summing the product of the total unit weight times the layer thickness versus depth. The effective overburden pressure at a given depth is the total pressure minus the pore water pressure.
The principle of effective stresses applies only to normal stresses and not shear stresses. Total stress () is equal to the sum of effective stress (') and pore water pressure (u) or, alternatively, effective stress is equal to total stress minus pore water pressure.
The difference between the total stress and the pore pressure is called the effective stress: effective stress = total stress — pore pressure.
Effective stress is the force at contact particles of soil but divided by total area. The contact area is very less between the particles here. It can not be obtained practically, but we can calculate the effective stress by measuring total stress and pore water pressure.
The coefficient of lateral earth pressure, K, is defined as the ratio of the horizontal effective stress, 'h, to the vertical effective stress, 'v. The effective stress is the intergranular stress calculated by subtracting the pore pressure from the total stress as described in soil mechanics.
Definition of neutral stress. The stress transmitted by the fluid that fills the voids between particles of a soil or rock mass; e.g., that part of the total normal stress in a saturated soil caused by the presence of interstitial water.

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