Weight of Sand Filling Hole in Sand Cone Method Solution

STEP 0: Pre-Calculation Summary
Formula Used
Weight of Total Soil = (Volume of Soil*Density of Sand)
Wt = (V*ρ)
This formula uses 3 Variables
Variables Used
Weight of Total Soil - (Measured in Kilogram) - Weight of Total Soil is the total weight of soil present in a given volume of earth. It helps to determine the current density of the soil after compaction efforts.
Volume of Soil - (Measured in Cubic Meter) - Volume of Soil is the amount of space occupied by soil particles, voids, and air within a given volume of soil mass.
Density of Sand - (Measured in Kilogram per Cubic Meter) - Density of Sand is ratio of mass of sand to its volume. Sand density is a key parameter in classifying soil types, which aids in selecting appropriate construction methods and materials.
STEP 1: Convert Input(s) to Base Unit
Volume of Soil: 20 Cubic Meter --> 20 Cubic Meter No Conversion Required
Density of Sand: 4.67 Kilogram per Cubic Meter --> 4.67 Kilogram per Cubic Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
Wt = (V*ρ) --> (20*4.67)
Evaluating ... ...
Wt = 93.4
STEP 3: Convert Result to Output's Unit
93.4 Kilogram --> No Conversion Required
FINAL ANSWER
93.4 Kilogram <-- Weight of Total Soil
(Calculation completed in 00.004 seconds)

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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
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)

Weight of Sand Filling Hole in Sand Cone Method Formula

Weight of Total Soil = (Volume of Soil*Density of Sand)
Wt = (V*ρ)

What is Sand Cone Method?

The Sand Cone Apparatus is used to determine the in-place density of any soil that can be excavated to a stable condition with hand tools. This method is generally limited to materials with a maximum particle size of 2 in (5.1 cm).

How to Calculate Weight of Sand Filling Hole in Sand Cone Method?

Weight of Sand Filling Hole in Sand Cone Method calculator uses Weight of Total Soil = (Volume of Soil*Density of Sand) to calculate the Weight of Total Soil, The Weight of Sand Filling Hole in Sand Cone Method formula is defined as the mass of sand required to fill the excavated hole in the soil surface during the test. This measurement is essential to determine the density of the compacted soil in place. Weight of Total Soil is denoted by Wt symbol.

How to calculate Weight of Sand Filling Hole in Sand Cone Method using this online calculator? To use this online calculator for Weight of Sand Filling Hole in Sand Cone Method, enter Volume of Soil (V) & Density of Sand (ρ) and hit the calculate button. Here is how the Weight of Sand Filling Hole in Sand Cone Method calculation can be explained with given input values -> 93.4 = (20*4.67).

FAQ

What is Weight of Sand Filling Hole in Sand Cone Method?
The Weight of Sand Filling Hole in Sand Cone Method formula is defined as the mass of sand required to fill the excavated hole in the soil surface during the test. This measurement is essential to determine the density of the compacted soil in place and is represented as Wt = (V*ρ) or Weight of Total Soil = (Volume of Soil*Density of Sand). Volume of Soil is the amount of space occupied by soil particles, voids, and air within a given volume of soil mass & Density of Sand is ratio of mass of sand to its volume. Sand density is a key parameter in classifying soil types, which aids in selecting appropriate construction methods and materials.
How to calculate Weight of Sand Filling Hole in Sand Cone Method?
The Weight of Sand Filling Hole in Sand Cone Method formula is defined as the mass of sand required to fill the excavated hole in the soil surface during the test. This measurement is essential to determine the density of the compacted soil in place is calculated using Weight of Total Soil = (Volume of Soil*Density of Sand). To calculate Weight of Sand Filling Hole in Sand Cone Method, you need Volume of Soil (V) & Density of Sand (ρ). With our tool, you need to enter the respective value for Volume of Soil & Density of Sand 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 Weight of Total Soil?
In this formula, Weight of Total Soil uses Volume of Soil & Density of Sand. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Weight of Total Soil = (Field Density from Sand Cone Test*Volume of Soil)
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