effective stress

There are three steps to an effective stress exposure program.

In particular, and are different depending on the magnitude of effective stress.

Regular, but not excessive, physical activity is one of the most effective stress management techniques.

Thus the effective stress at the crack tip is lowered.

There is a unique relationship, independent of time, between the void ratio and effective stress.

Effective Stress is a force that keeps a collection of particles rigid.

The average normal intergranular contact force per unit area is called the effective stress.

If water is being withdrawn, the spheres are forced together and the effective stress increases.

It is often used in the calculation of the effective stress in a soil.

Another effective stress reduction technique is called progressive muscle relaxation.

This weight and pressure is the effective stress.

In addition to this, drained soils consolidate as a result of increased effective stress.

Karl von Terzaghi first proposed the relationship for effective stress in 1936.

The rate of change of volume with effective stress.

Seepage in an upward direction reduces the effective stress within the soil.

Forming processes tend to be typified by differences in effective stresses.

Hence, in cyclic loading the effective stress required for opening the crack is increased.

Learning to delegate and to say no are key not only to effective stress management but also to protection from people who want to control me."

The shear strength of soil depends on many factors including the effective stress and the void ratio.

And hence the effective stress required is lowered as in the case of fluid induced crack closure.

In the face of high demands, effective stress management involves learning to set limits and to say "No" to some demands that others make.

The concept of effective stress truly becomes interesting when dealing with non-hydrostatic pore water pressure.

In terms of effective stresses, the shear strength is often approximated by:

The maximum past vertical effective stress is termed the preconsolidation stress.

However on reaching a state of zero effective stress such soils immediate dilate and regain strength.