The ultimate consolidation settlement of a soil is

See Answer Previous. In particular since the clay layer is saturated a basic assumption of Terzaghis consolidation theory.

5 5 ½ L å.

The ultimate consolidation settlement of a soil is. EvAverage Ultimate Strain E v Average Ultimate Strain H sThickness of Soil Layer H s Thickness of Soil Layer Ultimate consolidation settlement is the process by which soils decrease in volume. The formula for ultimate soil consolidation is. The ultimate consolidation settlement of a soil is_____.

Directly proportional to the voids ratio. Directly proportional to the compression index. Inversely proportional to the compression index.

None of the above. See Answer Previous. Next Trending Post.

The ultimate consolidation settlement of a soil is a directly proportional to the voids ratio b directly proportional to the compression index c inversely proportional to the compression index d. Ultimate Consolidation Settlement of Soil. Two types of settlements viz immediate settlement and time-dependent settlement.

The time dependent settlement may be divided into settlement due to consolidation and settlement due to secondary compression or creep. Hence the total settlement S of any soil mass under an applied stress is given-. The ultimate consolidation settlement of a soil is_____.

Directly proportional to the voids ratio. Directly proportional to the compression index. Inversely proportional to the compression index.

None of the above. Solution by Mcqs Signature Website. Question is The ultimate consolidation settlement of a soil is Options are A directly proportional to the voids ratio B directly proportional to the compression index C inversely proportional to the compression index D none of the above E.

The ultimate consolidation settlement of a structure resting on a soil decreases with the increase in the initial voids ratio decreases with the decrease in the plastic limit increases with the increase in the initial voids ratio. Consolidation settlement takes place when the weight of the embankment exceeds the previous stress history of the underlying strata. In this case the soil particles are pressed more closely together.

The amount of settlement is a direct measurement of the reduction in the soil voids space. The ultimate consolidation settlement of a structure resting on a soil. Decreases with the increase in the initial voids ratio B.

Decreases with the decrease in the plastic limit C. Increases with the increase in the initial voids ratio D. Increases with the decrease in the porosity of the soil Answer.

The determination of the ultimate primary consolidation settlement requires knowledge of the initial void ratio and the change in void ratio caused by the load increment. The void initial ratio is computed from the given information. In particular since the clay layer is saturated a basic assumption of Terzaghis consolidation theory.

Settlement will take place due to loading qnet 150 kPa applied at a depth of 2 m. Thus all consolidation settlement calculations will be performed for clayey soil beneath the foundation z 2 m. General equation of 1D consolidation settlement one dimensional vertical consolidation for an overconsolidated clay is.

5 5 ½ L å. May 112021 - The ultimate consolidation settlement of a structure resting on a soilaDecreases with the increase in the initial void ratiobDecreases with the decrease in the plastic limitcIncreases with the increase in the initial void ratiodIncreases with the decrease in the porosity of the soilCorrect answer is option A. Clay and Organic soil are most prone to consolidation settlement Consolidation is the process of reduction in volume due to expulsion of water under an increased load It is a time related process occurring in saturated soil by draining water from void It is often confused with Compaction.

Consolidation of Soil and Settlement of Structures 7 LIU_MC07_0132221381QXD 32207 737 PM Page 177. 178 Chapter 7 suggested by the expression immediate settlement occurs rapidly after load is applied. Caused by soil volume distortion immediate settlement is typically com-.

The ultimate consolidation settlement of a structure resting on a soil_____. Decreases with the increase in the initial voids ratio B. Decreases with the decrease in the plastic limit C.

Increases with the increase in the initial voids ratio D. Increases with the decrease in the porosity of the soil. Consider the proposed fill and soil profile shown.

The ultimate consolidation settlement is 060 m. Compute the consolidation settlement at t 20 years after the placement of the fill.