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

STEP 0: Pre-Calculation Summary
Formula Used
Dry Density = (Percent Compaction*Dry Density Maximum)/100
ρd = (C*γdmax)/100
This formula uses 3 Variables
Variables Used
Dry Density - (Measured in Kilogram per Cubic Meter) - Dry Density is the ratio of mass of dry soil to its volume.
Percent Compaction - Percent Compaction means the compaction of soil from its field state when load is applied.
Dry Density Maximum - (Measured in Kilogram per Cubic Meter) - Dry Density Maximum of soil is the ratio of the mass of dry soil to its volume.
STEP 1: Convert Input(s) to Base Unit
Percent Compaction: 0.5 --> No Conversion Required
Dry Density Maximum: 4.76 Kilogram per Cubic Meter --> 4.76 Kilogram per Cubic Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
ρd = (C*γdmax)/100 --> (0.5*4.76)/100
Evaluating ... ...
ρd = 0.0238
STEP 3: Convert Result to Output's Unit
0.0238 Kilogram per Cubic Meter --> No Conversion Required
FINAL ANSWER
0.0238 Kilogram per Cubic Meter <-- Dry Density
(Calculation completed in 00.004 seconds)

Credits

Created by Suraj Kumar
Birsa Institute of Technology (BIT), Sindri
Suraj Kumar has created this Calculator and 2200+ more calculators!
Verified by Mithila Muthamma PA
Coorg Institute of Technology (CIT), Coorg
Mithila Muthamma PA has verified this Calculator and 700+ 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

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

Dry Density = (Percent Compaction*Dry Density Maximum)/100
ρd = (C*γdmax)/100

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

Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method calculator uses Dry Density = (Percent Compaction*Dry Density Maximum)/100 to calculate the Dry Density, The Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method is defined as percent compaction and maximum dry density for the calculation of dry density of soil. Dry Density is denoted by ρd symbol.

How to calculate Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method using this online calculator? To use this online calculator for Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method, enter Percent Compaction (C) & Dry Density Maximum dmax) and hit the calculate button. Here is how the Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method calculation can be explained with given input values -> 0.025 = (0.5*4.76)/100.

FAQ

What is Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method?
The Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method is defined as percent compaction and maximum dry density for the calculation of dry density of soil and is represented as ρd = (C*γdmax)/100 or Dry Density = (Percent Compaction*Dry Density Maximum)/100. Percent Compaction means the compaction of soil from its field state when load is applied & Dry Density Maximum of soil is the ratio of the mass of dry soil to its volume.
How to calculate Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method?
The Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method is defined as percent compaction and maximum dry density for the calculation of dry density of soil is calculated using Dry Density = (Percent Compaction*Dry Density Maximum)/100. To calculate Dry Density of Soil given Percent Compaction of Soil in Sand Cone Method, you need Percent Compaction (C) & Dry Density Maximum dmax). With our tool, you need to enter the respective value for Percent Compaction & Dry Density Maximum 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 Dry Density?
In this formula, Dry Density uses Percent Compaction & Dry Density Maximum. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Dry Density = (Bulk Density of Soil/(1+(Percent Moisture/100)))
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!