Draw Formula Settlement For Free

Settlement is the process in which MOSL calculates and publishes primary charges payable by retailers to wholesalers, for the various services consumed by them.

The settlements of footings in sand are often estimated based on the results of in situ tests, particularly the standard penetration test (SPT) and the cone penetration test (CPT).

Step 1: Find the present stress at the mid point of the clay layer (p0?) Step 2: Find the overconsolidation ratio (OCR) Overconsoidation ratio = past maximum stress/present stress. Past maximum stress is given to be 150 kN/m2. OCR = 150/85 = 1.76.

To determine the settlement, it is necessary to divide the soil into strips and define the vertical soil stresses beneath the foundation base. Based on the elasticity analysis, the specific settlements si are determined for each strip; these are then added together to obtain the total settlement s.

The settlement can be calculated by knowing the size of the dike, total load on the soil due to weight of the dike and the soil properties such as elastic modulus, Poisson's ratio, compression index, recompression index, secondary compression index, effective preconsolidation stress, coefficient of consolidation and

Total settlement refers to the overall change in vertical distance. Differential settlement involves an expected amount that the total settlement will vary between points over a horizontal distance, which can be caused by variations in the foundation soil profile and wall height over a certain distance.

Consolidation settlement is time dependent natural process of fully saturated soil due to expulsion of water from the voids and compaction is instantaneous artificial process of partially saturated soil due to expulsion of air from voids.