Compile Equation Settlement For Free

Mod-01 Lec-11 Shallow Foundation - Settlement Calculation - I - YouTube YouTube Start of suggested clip End of suggested clip Where Q is equal to net foundation pressure so this is Q is the net foundation. Pressure. So this isMoreWhere Q is equal to net foundation pressure so this is Q is the net foundation. Pressure. So this is the net. Next mu is equal to poisons ratio of the soil.

Consolidation is the process of dissipation of excess pore pressure. Due to the dissipation of excess pore pressure, the foundations tend to settle. This settlement is known as consolidation settlement. After consolidation settlement, secondary compression occurs.

Therefore, to determine the settlements, it is necessary to know: the course of vertical stresses 03c3z with depth. The settlement-generating base stress 03c31 = 03c30 - 03b3 2022 h must be used, taking into consideration the stress reduction by the excavation unloading for the embedment depth of the foundations.

Consolidation Settlement Equations - YouTube YouTube Start of suggested clip End of suggested clip Times the log of our final stress which is Sigma prime Z naught plus Delta Sigma minus the log ofMoreTimes the log of our final stress which is Sigma prime Z naught plus Delta Sigma minus the log of the initial vertical effective stress. That's the change in void ratio.

Worked Example Calculation of Settlement of Shallow Foundations at the Center Data. Dimensions of foundation 1.5m x 2m.A1 = 0.934. A2 = m' / n' (m'2 +n'2 + 1)0.5 F1 = (1/03c0)A0 + A1 = (1/03c0)0.760 + 0.934 = 0.539. F2 = (n'/203c0) tan-1A2If = 0.755. Foundation Settlement.

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

The total settlement of the ground consists of 3 components: immediate settlement (commonly referred to as elastic settlement, although this is a misnomer), consolidation settlement (or primary settlement) and creep settlement (or secondary settlement).