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1. What are the various types of gradations of soil? 2. What is soil consistency? 3. Define Atterberg limits and state their significance and limits 1. 5 List different in-situ compaction equipment used for compacting sandy and clayey soils. 5 What is the approximate value of degree of saturation at OMC?

5 How does amount of compaction affect maximum dry density and OMC? 5 List the differences between Standard Proctor Test and Modified Proctor Test. 4 Define density. How density and specific gravity are different? 4 List different methods of determining density in field.

3. 4 Explain the significance of in-situ soil density determination

User Dilson
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Step-by-step explanation:

1. The various types of gradations of soil are:

- Well-graded soil: Contains a wide range of particle sizes, from large to small, resulting in good drainage and stability.

- Poorly-graded soil: Contains a limited range of particle sizes, leading to reduced drainage and stability.

- Gap-graded soil: Has certain particle sizes missing, creating voids and potential instability.

2. Soil consistency refers to the ability of soil to stick together and resist deformation. It is related to the water content of the soil and is commonly described using terms like dry, moist, or wet.

3. Atterberg limits are specific water content values that define the boundaries between different states of consistency in fine-grained soils. The Atterberg limits include the liquid limit, plastic limit, and shrinkage limit. They are significant because they help classify soils and determine their behavior under different moisture conditions. The limits have practical applications in geotechnical engineering, especially in soil mechanics and foundation design.

4. The approximate value of the degree of saturation at OMC (Optimum Moisture Content) is 100%. At OMC, the soil is at its maximum density with the optimum water content for compaction.

5. The amount of compaction affects maximum dry density and OMC in the following ways:

- Increasing compaction effort increases the maximum dry density.

- Increasing compaction effort decreases the OMC.

6. Differences between Standard Proctor Test and Modified Proctor Test:

- Standard Proctor Test uses 3 layers of soil, while Modified Proctor Test uses 5 layers.

- Standard Proctor Test uses 12,400 ft-lbf/ft³ (600 kN/m³) compaction effort, while Modified Proctor Test uses 56,000 ft-lbf/ft³ (2700 kN/m³).

- Standard Proctor Test is used for fine-grained soils, while Modified Proctor Test is used for coarser soils.

7. Density refers to the mass of a substance per unit volume. In geotechnical engineering, soil density is essential for determining soil behavior and properties. Specific gravity, on the other hand, is the ratio of the mass of a given volume of soil to the mass of an equal volume of water. It is a dimensionless quantity and provides information about the relative density of the soil.

8. Different methods of determining density in the field include:

- Sand replacement method

- Core cutter method

- Balloon method

- Nuclear density gauge method

9. The in-situ soil density determination is significant as it provides crucial information about the compactness of the soil at its natural state. It helps in evaluating the soil's load-bearing capacity, settlement potential, and overall engineering properties, which are essential for designing safe and stable structures on or within the soil.

User Mackie
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