Weight of Dry Soil given Percent Moisture in Sand Cone Method Solution

STEP 0: Pre-Calculation Summary
Formula Used
Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100)
Wd = (100*Wm)/(M+100)
This formula uses 3 Variables
Variables Used
Weight of Dry Soil - (Measured in Kilogram) - Weight of dry soil includes the weight of only soil solids.
Weight of Moist Soil - (Measured in Kilogram) - Weight of moist soil includes the weight of both soil solid and water.
Percent Moisture - Percent Moisture tell us about the moisture content of soil at field.
STEP 1: Convert Input(s) to Base Unit
Weight of Moist Soil: 10 Kilogram --> 10 Kilogram No Conversion Required
Percent Moisture: 0.037 --> No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Wd = (100*Wm)/(M+100) --> (100*10)/(0.037+100)
Evaluating ... ...
Wd = 9.99630136849366
STEP 3: Convert Result to Output's Unit
9.99630136849366 Kilogram --> No Conversion Required
FINAL ANSWER
9.99630136849366 โ‰ˆ 9.996301 Kilogram <-- Weight of Dry Soil
(Calculation completed in 00.004 seconds)

Credits

Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
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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
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

Weight of Dry Soil given Percent Moisture in Sand Cone Method Formula

Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100)
Wd = (100*Wm)/(M+100)

What is Sand Cone Method?

Sand Replacement Method is also known as Sand Cone Method. The apparatus used in this field density test consists of a sand pouring cylinder, with pouring cone at its base. There is a shutter between the cylinder and the cone. The cylinder is first calibrated to determine the unit Weight of sand.

How to Calculate Weight of Dry Soil given Percent Moisture in Sand Cone Method?

Weight of Dry Soil given Percent Moisture in Sand Cone Method calculator uses Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100) to calculate the Weight of Dry Soil, The Weight of Dry Soil given Percent Moisture in Sand Cone Method is defined as the weight of only soil solids when no water is present in soil. Weight of Dry Soil is denoted by Wd symbol.

How to calculate Weight of Dry Soil given Percent Moisture in Sand Cone Method using this online calculator? To use this online calculator for Weight of Dry Soil given Percent Moisture in Sand Cone Method, enter Weight of Moist Soil (Wm) & Percent Moisture (M) and hit the calculate button. Here is how the Weight of Dry Soil given Percent Moisture in Sand Cone Method calculation can be explained with given input values -> 9.950249 = (100*10)/(0.037+100).

FAQ

What is Weight of Dry Soil given Percent Moisture in Sand Cone Method?
The Weight of Dry Soil given Percent Moisture in Sand Cone Method is defined as the weight of only soil solids when no water is present in soil and is represented as Wd = (100*Wm)/(M+100) or Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100). Weight of moist soil includes the weight of both soil solid and water & Percent Moisture tell us about the moisture content of soil at field.
How to calculate Weight of Dry Soil given Percent Moisture in Sand Cone Method?
The Weight of Dry Soil given Percent Moisture in Sand Cone Method is defined as the weight of only soil solids when no water is present in soil is calculated using Weight of Dry Soil = (100*Weight of Moist Soil)/(Percent Moisture+100). To calculate Weight of Dry Soil given Percent Moisture in Sand Cone Method, you need Weight of Moist Soil (Wm) & Percent Moisture (M). With our tool, you need to enter the respective value for Weight of Moist Soil & Percent Moisture 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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