✖Dry Density from Sand Cone Test refers to the density of soil or aggregate after removing the moisture content through sand cone test.ⓘ Dry Density from Sand Cone Test [ρ_dsc]			+10% -10%
✖Percent Compaction is the degree to which soil are compacted relative to their maximum achievable density. It is a measure of how much the soil has been compacted compared to its maximum density.ⓘ Percent Compaction [C]			+10% -10%

✖Maximum Dry Density is the highest density that a soil sample can achieve when compacted at its optimum moisture content under standard or modified effort.ⓘ Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method [γ_dmax]

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Formula

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Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method

Formula

`"γ"_{"dmax"} = ("ρ"_{"dsc"})*100/"C"`

Example

`"4.76kg/m³"=("4.284kg/m³")*100/"90"`

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Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method Solution

STEP 0: Pre-Calculation Summary

Formula Used

Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction
γ_dmax = (ρ_dsc)*100/C
This formula uses 3 Variables

Variables Used

Maximum Dry Density - (Measured in Kilogram per Cubic Meter) - Maximum Dry Density is the highest density that a soil sample can achieve when compacted at its optimum moisture content under standard or modified effort.
Dry Density from Sand Cone Test - (Measured in Kilogram per Cubic Meter) - Dry Density from Sand Cone Test refers to the density of soil or aggregate after removing the moisture content through sand cone test.
Percent Compaction - Percent Compaction is the degree to which soil are compacted relative to their maximum achievable density. It is a measure of how much the soil has been compacted compared to its maximum density.

STEP 1: Convert Input(s) to Base Unit

Dry Density from Sand Cone Test: 4.284 Kilogram per Cubic Meter --> 4.284 Kilogram per Cubic Meter No Conversion Required
Percent Compaction: 90 --> No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

γ_dmax = (ρ_dsc)*100/C --> (4.284)*100/90

Evaluating ... ...

γ_dmax = 4.76

STEP 3: Convert Result to Output's Unit

4.76 Kilogram per Cubic Meter --> No Conversion Required

FINAL ANSWER

4.76 Kilogram per Cubic Meter <-- Maximum Dry Density

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Compaction of Soil » Soil Compaction Test » Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method

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< 24 Soil Compaction Test Calculators

Cross-Sectional Area of Soil Conveying Flow given Rate of Flow of Water

Go Cross Sectional Area in Permeability = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Hydraulic Gradient in Soil))

Coefficient of Permeability given Rate of Flow of Water

Go Coefficient of Permeability = (Rate of Flow of Water through Soil/(Hydraulic Gradient in Soil*Cross Sectional Area in Permeability))

Hydraulic Gradient given Rate of Flow of Water

Go Hydraulic Gradient in Soil = (Rate of Flow of Water through Soil/(Coefficient of Permeability*Cross Sectional Area in Permeability))

Rate of Flow of Water through Saturated Soil by Darcy's Law

Go Rate of Flow of Water through Soil = (Coefficient of Permeability*Hydraulic Gradient in Soil*Cross Sectional Area in Permeability)

Settlement of Plate in Load Bearing Test

Go Settlement of Plate = Settlement Foundation*((1+Width of Full Size Bearing Plate)/(2*Width of Full Size Bearing Plate))^2

Weight of Moist Soil given Percent Moisture in Sand Cone Method

Go Weight of Moist Soil = ((Percent Moisture from Sand Cone Test*Weight of Dry Soil/100)+Weight of Dry Soil)

Percent Moisture in Sand Cone Method

Go Percent Moisture from Sand Cone Test = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil

Width of Full Size Bearing Plate in Load Bearing Test

Go Width of Full Size Bearing Plate = (1/(2*sqrt(Settlement of Plate/Settlement Foundation)-1))

Percent Moisture Content given Dry Density of Soil in Sand Cone Method

Go Percent Moisture from Sand Cone Test = 100*((Bulk Density of Soil/Dry Density from Sand Cone Test)-1)

Weight of Dry Soil given Percent Moisture in Sand Cone Method

Go Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture from Sand Cone Test+100)

Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method

Go Dry Density from Sand Cone Test = (Percent Compaction*Maximum Dry Density)/100

Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method

Go Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction

Percent Compaction of Soil in Sand Cone Method

Go Percent Compaction = (100*Dry Density from Sand Cone Test)/Maximum Dry Density

California Bearing Ratio for Strength of Soil that Underlies Pavement

Go California Bearing Ratio = (Force per Unit Area/Force Per Unit Area Standard)

Force per Unit Area Required for Penetration of Standard Material

Go Force Per Unit Area Standard = (Force per Unit Area/California Bearing Ratio)

Force per Unit Area Required to Penetrate Soil Mass with Circular Piston

Go Force per Unit Area = California Bearing Ratio*Force Per Unit Area Standard

Volume of Soil given Field Density in Sand Cone Method

Go Volume of Soil = (Weight of Total Soil/Field Density from Sand Cone Test)

Weight of Soil in Sand Cone Method

Go Weight of Total Soil = (Field Density from Sand Cone Test*Volume of Soil)

Field Density in Sand Cone Method

Go Field Density from Sand Cone Test = (Weight of Total Soil/Volume of Soil)

Field Density of Soil given Dry Density of Soil in Sand Cone Method

Go Bulk Density of Soil = (Dry Density*(1+(Percent Moisture/100)))

Dry Density of Soil in Sand Cone Method

Go Dry Density = (Bulk Density of Soil/(1+(Percent Moisture/100)))

Density of Sand given Volume of Soil for Sand Filling in Sand Cone Method

Go Density of Sand = (Weight of Total Soil/Volume of Soil)

Volume of Soil for Sand Filling in Sand Cone Method

Go Volume of Soil = (Weight of Total Soil/Density of Sand)

Weight of Sand Filling Hole in Sand Cone Method

Go Weight of Total Soil = (Volume of Soil*Density of Sand)

Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method Formula

Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction
γ_dmax = (ρ_dsc)*100/C

What is Dry Density of Soil?

Dry density is calculated by dividing the weight of the wet soil by its water content in percent. The percent compaction for the field density test is calculated by dividing the dry density of the soil by the maximum dry density from the proctor test.

How to Calculate Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method?

Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method calculator uses Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction to calculate the Maximum Dry Density, The Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method is defined as the maximum dry density of soil when we know value of percent compaction and dry density of soil. Maximum Dry Density is denoted by γ_dmax symbol.

How to calculate Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method using this online calculator? To use this online calculator for Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method, enter Dry Density from Sand Cone Test (ρ_dsc) & Percent Compaction (C) and hit the calculate button. Here is how the Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method calculation can be explained with given input values -> 4.76 = (4.284)*100/90.

FAQ

What is Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method?

The Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method is defined as the maximum dry density of soil when we know value of percent compaction and dry density of soil and is represented as γ_dmax = (ρ_dsc)*100/C or Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction. Dry Density from Sand Cone Test refers to the density of soil or aggregate after removing the moisture content through sand cone test & Percent Compaction is the degree to which soil are compacted relative to their maximum achievable density. It is a measure of how much the soil has been compacted compared to its maximum density.

How to calculate Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method?

The Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method is defined as the maximum dry density of soil when we know value of percent compaction and dry density of soil is calculated using Maximum Dry Density = (Dry Density from Sand Cone Test)*100/Percent Compaction. To calculate Maximum Dry Density given Percent Compaction of Soil in Sand Cone Method, you need Dry Density from Sand Cone Test (ρ_dsc) & Percent Compaction (C). With our tool, you need to enter the respective value for Dry Density from Sand Cone Test & Percent Compaction and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

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