EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE
5th Edition
ISBN: 8220101425829
Author: SIVAKUGAN
Publisher: CENGAGE L
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Chapter 5, Problem 5.1P

(a)

To determine

Whether the statement, “In the same soil, the optimum water content would be greater for standard proctor compaction test than for modified proctor compaction test”, is true or false.

(a)

Expert Solution
Check Mark

Answer to Problem 5.1P

The given statement is true.

Explanation of Solution

Sketch the compaction curve for standard proctor test and modified proctor test as shown in Figure 1.

EBK FUNDAMENTALS OF GEOTECHNICAL ENGINE, Chapter 5, Problem 5.1P

Refer to Figure 1:

  • The optimum moisture content of the standard proctor test is higher than the modified proctor test. The weight of the hammer used in the modified proctor compaction test is higher compared to that which is used in the standard proctor compaction test.
  • Thus, the level of compaction achieved with the modified proctor compaction test is greater when compared to that of the standard compact test.
  • Greater level of compaction is obtained with the use of hammer with higher weight.

Hence, the given statement is true.

(b)

To determine

Whether the statement, “Relative compaction cannot exceed 100%”, is true or false.

(b)

Expert Solution
Check Mark

Answer to Problem 5.1P

The given statement is false.

Explanation of Solution

  • The relative compaction is the function of maximum dry unit weight (γd) of soil obtained in the lab and field. The maximum dry unit weight (γd,max) obtained in field and lab will vary, depending on the soil type and its moisture content.
  • The expression of relative compaction (R.C) is given below:

R.C=(γd,max)Field(γd,max)Lab×100

  • The dry unit weight in the field might be more than the dry unit weight obtained in the lab, depending upon the soil type and moisture content.
  • Therefore, the relative compaction can exceed 100%.

Hence, the given statement is false.

(c)

To determine

Whether the statement, “Sheepsfoot rollers are very effective for compacting clays”, is true or false.

(c)

Expert Solution
Check Mark

Answer to Problem 5.1P

The given statement is true.

Explanation of Solution

  • Different types of rollers that are used for compaction are smooth-wheeled rollers, pneumatic rubber–tired rollers, sheepsfoot rollers, vibratory rollers, and impact rollers.
  • In sheepsfoot rollers, the pads or foots penetrate through the top layer of the soil and actually compact the soil starting from the bottom to the top and also aerate the soil.
  • Therefore, the sheepsfoot rollers are most effective for compacting the clayey soil.

Hence, the given statement is true.

(d)

To determine

Whether the statement, “Strength of compacted clay is higher when compacted dry of optimum than wet of optimum”, is true or false.

(d)

Expert Solution
Check Mark

Answer to Problem 5.1P

The given statement is true.

Explanation of Solution

  • The strength of compacted clay increases with a decrease in the moisture content.
  • The compacted clay has more shear strength when the clay is compacted with the moisture content to the drier side of optimum value.

Hence, the given statement is true

(e)

To determine

Whether the statement, “hydraulic conductivity of compacted clay is higher when compacted dry of optimum than wet of optimum”, is true or false.

(e)

Expert Solution
Check Mark

Answer to Problem 5.1P

The given statement is true.

Explanation of Solution

  • Hydraulic conductivity is the rate of flow of water through the porous medium measured with respect to time.
  • Clay has more void spaces when it is compacted with the moisture content to the drier side of optimum value. Therefore, the compacted clay will have higher conductivity when it is compacted to the drier side of optimum than the wetter side of optimum.

Hence, the given statement is true.

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Students have asked these similar questions
6. The maximum dry unit weight determined in the laboratory for a quart sand is 102 lb/ft3. In the field, the relative compaction is 90%. Specific Gravity of Sand is 2.70. Determine the void ratio at the maximum dry unit weight condition. Determine the void ratio of the sand in the field condition. Determine the hydraulic conductivity of the sand in the field condition if the hydraulic conductivity of the sand at the maximum dry unit weight condition is 0.30 cm/sec. Using Kozeny-Carman equation.
Results of a standard proctor ompaction test on a silty sand are shown.  PLEASE COMPLETE SOLUTION.  1) Find the maximum dry unit weight and optimum moisture content. 2) What is the moist unit weight at optimum moisture content? 3) What is the degree of saturation at optimum moisture content? Given: ?? = 2.69 4) If the required field dry unit weight is 18.5 ??/?3, what is the relative compaction? 5) What should be the range of compaction moisture contents in the field to achieve the above relative compaction? 6) If the minimum and maximum void ratios are 0.31 and 0.82, respectively, what is the relative density of compaction in the field?
1. The maximum density corresponds to (maximum/minimum). 2. An increase in the degree of saturation of a soil (increases/decreases) permeability. 3. Shortcoming of direct shear test is that it fails the soil on a designated plane which may not be the weakest one. (a) True (b) False 4. Compaction means the decrease of air voids. (a) True (b) False True 5. To determine the grain size distribution of fine-grained soil (smaller than 0.075 mm), Hydrometer test should be conducted. (a) True (b) False 6. In triaxial test, cell pressure is applied to simulate the actual field condition of the sample in the laboratory. (a) (b) False 7. Sand cone method can be used to determine the in-situ density (field density) of soil. (a) True (b) False 8. What is the particle size (diameter) distribution of clay soil? (a) Smaller than 0.002 mm (c) 0.005 mm to 2.0 mm 9. Specific gravity of clay soil ranges from (a) 2.70-2.80 (b) 2.20-2.50 10. Typically, permeability of clay soil is: void ratio. (b) (d) 0.002…
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