For a granular soil, the following are given: Specific Gravity Gs = 2.6, Liquid Limit LL = 20, and percent retained on No. 4 sieve R#4 = 20. Using the empirical correlation from Omar, et al. (2003) for the modified Proctor test, what is the estimated maximum dry density?
Explanation
Empirical correlations can be used to estimate compaction parameters like maximum dry density based on other known soil properties. Example 6.2 demonstrates the application of Equation 6.6 for this purpose.
Other questions
What is the primary purpose of soil compaction in construction projects such as highway embankments and earth dams?
In the standard Proctor test, what is the specified volume of the mold used for compacting the soil sample?
What is the moisture content at which the maximum dry unit weight is attained during a compaction test called?
According to the study by Lee and Suedkamp (1972), what type of compaction curve, characterized by one and one-half peaks, is typically found in soils with a liquid limit less than 30?
What is the effect of increasing the compaction effort on the maximum dry unit weight and the optimum moisture content of a soil?
Using the parameters for the standard Proctor test, where the hammer has a mass of 2.5 kg (weight of 5.5 lb), the drop height is 0.305 m (1 ft), compaction is done in 3 layers with 25 blows per layer, and the mold has a volume of 1/30 cubic feet, what is the compaction energy per unit volume in English units?
How does the modified Proctor test differ from the standard Proctor test in terms of the hammer used and the number of layers?
What is the calculated compaction energy for the modified Proctor test?
When a clay soil is compacted with a moisture content on the dry side of the optimum, what type of soil structure does it typically possess?
How does the hydraulic conductivity of a compacted clayey soil generally change as the molding moisture content increases from the dry side to the wet side of optimum?
Which type of field compaction roller is most effective for compacting clayey soils and works by applying high contact pressure through projections on a drum?
What is the typical specification for relative compaction (R) in most earthwork projects?
In the sand cone method for determining field unit weight, if the mass of moist soil excavated from the hole is 3.007 kg and its moisture content is 10.2 percent, what is the dry weight of the soil?
How does the presence of organic content generally affect the maximum dry unit weight of a soil during compaction?
Vibroflotation is a special compaction technique primarily used for the in-situ densification of which type of soil?
In dynamic compaction, Leonards, Cutter, and Holtz (1980) suggested an equation for the significant depth of influence (D). If a dropping weight (WH) of 18 metric tons is dropped from a height (h) of 30.5 m, what is the approximate depth of influence in meters?
What is the 'suitability number' (SN) used for in the context of vibroflotation?
A backfill material for a vibroflotation project has D10 = 0.36 mm, D20 = 0.52 mm, and D50 = 1.42 mm. Calculate its suitability number (SN) and determine its rating.
What does the zero-air-void curve on a compaction plot represent?
According to ASTM Test Designation D-1557 Method C for the modified Proctor test, how many blows per layer are specified?
For compacted clay soils, what is the general relationship between strength (unconfined compression strength, qu) and molding moisture content?
What is the primary mechanism by which pneumatic rubber-tired rollers achieve soil compaction?
In a field compaction scenario, the number of roller passes affects the dry unit weight. According to Figure 6.19 for a silty clay, after how many roller passes does the rate of increase in unit weight become approximately constant and economically less viable?
A laboratory standard Proctor test for a silty clay yields a maximum dry unit weight of 109 lb/ft3 at an optimum moisture content of 14.4 percent. Given a specific gravity (Gs) of 2.7, what is the dry unit weight for the same soil at a moisture content of 14.4 percent and a degree of saturation of 100 percent (zero-air-void)?
What is the principal reason for the initial decrease in the dry unit weight of sands as moisture content increases from a dry state, as shown in Figure 6.4?
Gurtug and Sridharan (2004) proposed a correlation for the optimum moisture content (w_opt) of cohesive soils based on the plastic limit (PL) and compaction energy (CE). For a modified Proctor test with CE = 2700 kN-m/m3, what is the simplified relationship for w_opt?
Which method for determining field unit weight uses a radioactive isotope source to measure the density of soil?
What is the effect on a clay's soil structure when, at a given moisture content, a higher compactive effort is applied?
According to Table 6.3, what is the maximum dry unit weight and optimum moisture content for Copper Slag from the American Smelter and Refinery Company, El Paso, Texas, when subjected to a standard Proctor test?
The relationship between relative compaction (R) and relative density (Dr) for granular soils can be expressed through a derived equation. If the maximum and minimum dry unit weights are known, what is the term R0 defined as?
What is the main limitation of smooth-wheel rollers, despite them providing 100 percent coverage under the wheels?
In a laboratory test, a standard Proctor test is conducted. If the moist weight of the compacted soil in the 944 cm3 mold is 1.77 kg and the moisture content is 12.1 percent, what is the dry unit weight in kg/m3?
What is the sphere of influence (r) for a 60 percent dynamite charge of 4.6 lb (W_EX) used in blasting for soil densification?
A standard Proctor test on a sandy clay shows a maximum dry unit weight of 115 lb/ft3 and an optimum moisture content of about 15.5 percent with a compactive effort of 25 blows/layer. If the number of blows per layer is increased to 50, what would be the expected change in the compaction curve?
Why is a soil compacted on the wet side of the optimum generally more compressible at lower pressures compared to the same soil compacted on the dry side?
What is the 'line of optimums' on a plot showing multiple compaction curves for different compactive efforts?
For a field compaction specification requiring 95 percent relative compaction (R), if the laboratory standard Proctor test determined a maximum dry unit weight of 19.0 kN/m3, what is the minimum acceptable field dry unit weight?
During a vibratory compaction of sand shown in Figure 6.20a, at what approximate depth does the dry unit weight reach its maximum value for any given number of roller passes?
What is the most economical moisture content range for field compaction, as illustrated in Figure 6.21?
In the summary of Proctor test specifications in Table 6.1, under which condition is Method A used?
According to the requirements listed in Table 6.2, what type of compaction equipment is particularly appropriate for compacting the impervious zone of an earth dam where bonding of lifts is important?
What is the general trend for the optimum moisture content of a soil as its organic content increases?
For the vibroflotation technique, which range of suitability number (SN) for a backfill material is rated as 'Fair'?
A field unit weight determination test using the sand cone method yields the following data: Mass of jar + cone + sand (before use) = 7.59 kg; Mass of jar + cone + sand (after use) = 4.78 kg; Calibrated mass of sand to fill the cone = 0.545 kg. What is the mass of sand used to fill the excavated hole only?
A field dry unit weight of 18.56 kN/m3 is achieved for a clayey silt. A laboratory compaction test on the same soil shows a maximum dry unit weight of 19.0 kN/m3. What is the relative compaction (R) in the field?
What is the typical range of contact pressure under the projections of a sheepsfoot roller?
What is the primary function of the water jets in the vibroflotation process?
In a standard Proctor test, the soil is compacted in three equal layers. How many blows from the 2.5 kg hammer are delivered to each layer?
Lee and Singh (1971) devised an empirical correlation between relative compaction (R) and relative density (Dr) for granular soils. What is the formula they proposed?