Percent Moisture in Sand Cone Method Calculator

✖Weight of moist soil includes the weight of both soil solid and water.ⓘ Weight of Moist Soil [W_m]			+10% -10%
✖Weight of dry soil includes the weight of only soil solids.ⓘ Weight of Dry Soil [W_d]			+10% -10%

✖Percent Moisture tell us about the moisture content of soil at field.ⓘ Percent Moisture in Sand Cone Method [M]

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Formula

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Percent Moisture in Sand Cone Method

Formula

`"M" = (100*("W"_{"m"}-"W"_{"d"}))/"W"_{"d"}`

Example

`"100"=(100*("10.0kg"-"5.0kg"))/"5.0kg"`

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Percent Moisture in Sand Cone Method Solution

STEP 0: Pre-Calculation Summary

Formula Used

Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil
M = (100*(W_m-W_d))/W_d
This formula uses 3 Variables

Variables Used

Percent Moisture - Percent Moisture tell us about the moisture content of soil at field.
Weight of Moist Soil - (Measured in Kilogram) - Weight of moist soil includes the weight of both soil solid and water.
Weight of Dry Soil - (Measured in Kilogram) - Weight of dry soil includes the weight of only soil solids.

STEP 1: Convert Input(s) to Base Unit

Weight of Moist Soil: 10 Kilogram --> 10 Kilogram No Conversion Required
Weight of Dry Soil: 5 Kilogram --> 5 Kilogram No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

M = (100*(W_m-W_d))/W_d --> (100*(10-5))/5

Evaluating ... ...

M = 100

STEP 3: Convert Result to Output's Unit

100 --> No Conversion Required

FINAL ANSWER

100 <-- Percent Moisture

(Calculation completed in 00.004 seconds)

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Home » Engineering » Civil » Geotechnical Engineering » Compaction of Soil » Soil Compaction Test » Percent Moisture in Sand Cone Method

Credits

Created by Suraj Kumar

Birsa Institute of Technology (BIT), Sindri

Suraj Kumar has created this Calculator and 2200+ more calculators!

Verified by Ishita Goyal

Meerut Institute of Engineering and Technology (MIET), Meerut

Ishita Goyal has verified this Calculator and 2600+ more calculators!

< 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

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))

Weight of Moist Soil given Percent Moisture in Sand Cone Method

Go Weight of Moist Soil = ((Percent Moisture*Weight of Dry Soil/100)+Weight of Dry Soil)

Percent Moisture in Sand Cone Method

Go Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil

Force per Unit Area Required for Penetration of Standard Material given CBR

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

California Bearing Ratio for Strength of Soil that Underlies Pavement

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

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

Go Force per Unit Area = California Bearing Ratio*Force Per Unit Area Stand.

Weight of Dry Soil given Percent Moisture in Sand Cone Method

Go Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100)

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)))

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

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

Weight of Soil given Field Density in Sand Cone Method

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

Volume of Soil given Field Density in Sand Cone Method

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

Field Density in Sand Cone Method

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

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

Go Dry Density = (Percent Compaction*Dry Density Maximum)/100

Percent Compaction of Soil in Sand Cone Method

Go Percent Compaction = (100*Dry Density)/Dry Density Maximum

Weight of Sand Filling Hole given Volume of Soil for Sand Filling in Sand Cone Method

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

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)

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

Go Dry Density Maximum = (Dry Density)/Percent Compaction

Percent Moisture in Sand Cone Method Formula

Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil
M = (100*(W_m-W_d))/W_d

What is Percent Moisture?

Wet basis moisture content (designated MW in the text) is described by the percentage equivalent of the ratio of the weight of water (WW) to the total weight of the material (Wt). Note that wet basis moisture content can range from 0 to 100 percent.

How to Calculate Percent Moisture in Sand Cone Method?

Percent Moisture in Sand Cone Method calculator uses Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil to calculate the Percent Moisture, The Percent Moisture in Sand Cone Method is defined as weight of both moist soil and dry soil to find out moisture content in the soil which is under consideration. Percent Moisture is denoted by M symbol.

How to calculate Percent Moisture in Sand Cone Method using this online calculator? To use this online calculator for Percent Moisture in Sand Cone Method, enter Weight of Moist Soil (W_m) & Weight of Dry Soil (W_d) and hit the calculate button. Here is how the Percent Moisture in Sand Cone Method calculation can be explained with given input values -> 100 = (100*(10-5))/5.

FAQ

What is Percent Moisture in Sand Cone Method?

The Percent Moisture in Sand Cone Method is defined as weight of both moist soil and dry soil to find out moisture content in the soil which is under consideration and is represented as M = (100*(W_m-W_d))/W_d or Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil. Weight of moist soil includes the weight of both soil solid and water & Weight of dry soil includes the weight of only soil solids.

How to calculate Percent Moisture in Sand Cone Method?

The Percent Moisture in Sand Cone Method is defined as weight of both moist soil and dry soil to find out moisture content in the soil which is under consideration is calculated using Percent Moisture = (100*(Weight of Moist Soil-Weight of Dry Soil))/Weight of Dry Soil. To calculate Percent Moisture in Sand Cone Method, you need Weight of Moist Soil (W_m) & Weight of Dry Soil (W_d). With our tool, you need to enter the respective value for Weight of Moist Soil & Weight of Dry Soil and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.

How many ways are there to calculate Percent Moisture?

In this formula, Percent Moisture uses Weight of Moist Soil & Weight of Dry Soil. We can use 1 other way(s) to calculate the same, which is/are as follows -

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

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