Compute the settlement of the clay layer caused by primaryconsolidation if the so > Compute the settlement of the clay layer caused by primaryconsolidation pressur o Use cg=cc/5. > Compute the settlement of the clay layer caused by primary consolidation if the pre- cs=cc/5. 4 m 8 m I Sand Sand 6 m Clay 60 kPa Ydry = 16.5 kN/m^3 7GWT Ysat 18.0 kN/m^3 Ysat 20.0 kN/m^3 = e = 0.85 LL = 48%

Q: What is the total primary consolidation settlement? What is the settlement at 10 years? How much…

A: Answer Calculation of Total Primary Consolidation Settlement We know that the  Primary consolidation…

Q: 8. Plot the consolidation curve for the data given below and determine the preconsolidation stress…

A:

Q: How long will it take to achieve 50% consolidation for a 6ft clay layer in double drainage…

A: Coefficient of consolidation (Cv) = 3.16 × 10-3 in2/min. Thickness of clay layer (d) = 6ft Determine…

Q: 9.3 Terzaghi's consolidation theory assumes (1) specimen is fully saturated, (2) water and solid…

A: As per authoring guidelines, if the question number is not specified, the first question or three…

Q: A soil profile is shown in Figure 8.23. The preconsolidation pressure is 3400 lb/ft. Estimate the…

A: For…

Calculation of Settlement

The vertical displacement of the structural foundation due to the loading from the superstructure is known as settlement. It is due to the reduction of air voids present in the soil. The amount of vertical displacement depends on the bearing capacity of the soil on which the foundation is laid. The effect of the settlement depends on the magnitude of settlement, uniformity, and the structural design of the structure. The maximum allowable settlement for residential and office buildings should be less than 18 mm, for industrial buildings, it is 38 mm and for commercial buildings, it is 25 mm.