SlideShare a Scribd company logo
2
Most read
3
Most read
TO DETERMINE DRY DENSITY OF SOIL BY CORE CUTTER METHOD
Theory:
A cylindrical core cutter is a seamless steel tube. For determination of the
dry density of the soil, the cutter is pressed into the soil mass so that it is
filled with the soil. The cutter filled with the soil is lifted up. The mass of the
soil in the cutter is determined. The dry density is obtained as
Where M= mass of the wet soil in the cutter
V= internal volume of the cutter
w= water content.
Equipment:
1. Cylindrical core cutter, 100mm internal diameter and 130mm long
2. Steel rammer, mass 9kg, overall length with the foot and staff about
900mm.
3. Steel dolley, 25mm high and 100mm internal diameter
4. Weighing balance, accuracy 1g.
5. Palette knife
6. Straight edge, steel rule etc
Procedure
1. Determine the internal diameter and height of the core cutter to the
nearest 0.25mm
2. Determine the mass (M1) of the cutter to the nearest gram.
3. Expose a small area of the soil to be tested. Level the surface, about
300mm square in area.
4. Place the dolley over the top of the core cutter and press the core cutter
into the soil mass using the rammer. Stop the pressing when about 15mm of
the dolley protrudes above the soil surface.
5. Remove the soil surrounding the core cutter, and take out the core cutter.
Soil soil would project from the lower end of the cutter.
6. Remove the dolley. Trim the tip and bottom surface of the core cutter
carefully using a straight edge.
7. Weigh the core cutter filled with the soil to the nearest gram (M2).
8. Remove the core of the soil from the cutter. Take a representative sample
for the water content determination.
9. Determine the water content.
Observation and calculations:
Sl. No. Observations an Calculations
Determination No.
1 2 3
Observation
1 Core cutter No.
2 Internal diameter
3 Internal height
4 Mass of empty core cutter (M1)
5 Mass of core cutter with soils (M2)
Calculations
6 M=M2 – M1
7 Volume of cutter V
8 Water content
9 Dry density using formula
Result:
Dry density of the soil= ________g/ml.
To determine dry density of soil by core cutter method

More Related Content

PDF
Sand Replacement Method
DOCX
Standard proctor test
PPT
Laboratory soil compaction test
PPTX
Determination of grain size analysis by hydrometer test
PPTX
Hydrometer Analysis for Soil (Sedimentation)
PDF
Soil exploration methods and soil investigation report
PPTX
Atterberg limits
PDF
Experiment no 03 setting time of cement.
Sand Replacement Method
Standard proctor test
Laboratory soil compaction test
Determination of grain size analysis by hydrometer test
Hydrometer Analysis for Soil (Sedimentation)
Soil exploration methods and soil investigation report
Atterberg limits
Experiment no 03 setting time of cement.

What's hot (20)

PPT
3 a index properties of soil
PPTX
Abstractions of precipitation ppt
PPT
Phase relations
PPTX
Methods of boring ppt
PPTX
Standard Penetration Test
PPSX
Geotechnical Engineering-I [Lec #23: Soil Permeability]
PPTX
Slope stability
DOCX
Permeability test
PPSX
Geotechnical Engineering-II [Lec #11: Settlement Computation]
PDF
Surveying Lab II Manual
PDF
Chapter 6 design of irrigation channel1
PDF
Determination of Field Density Using Sand Cone Method | Jameel Academy
PPTX
CBR TEST
PDF
Aggregate impact value test experiment
PDF
PENETRATION TEST ON BITUMINOUS MATERIALS.
PDF
Consolidation of Soil
PPSX
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
PPTX
Index property of soil
PDF
Bulk Density & Voids in Aggregate | Jameel Academy
PPSX
Slope stability analysis methods
3 a index properties of soil
Abstractions of precipitation ppt
Phase relations
Methods of boring ppt
Standard Penetration Test
Geotechnical Engineering-I [Lec #23: Soil Permeability]
Slope stability
Permeability test
Geotechnical Engineering-II [Lec #11: Settlement Computation]
Surveying Lab II Manual
Chapter 6 design of irrigation channel1
Determination of Field Density Using Sand Cone Method | Jameel Academy
CBR TEST
Aggregate impact value test experiment
PENETRATION TEST ON BITUMINOUS MATERIALS.
Consolidation of Soil
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
Index property of soil
Bulk Density & Voids in Aggregate | Jameel Academy
Slope stability analysis methods
Ad

Viewers also liked (18)

DOCX
Soil mechanics question answers
PPTX
Cpt by h.a.akbar
DOCX
To determine specific gravity of the solids by density bottle method
DOCX
To determine the particle size distribution of soil by hydrometer method
DOCX
Soil mechanics practicals manual.(Jyoti Anischit)
PPTX
Sediments loads
PPTX
proctor test and compaction
PPTX
Rock mechanics for engineering geology part 3
PPTX
Rock mechanics for engineering geology part 1
PPTX
Rock mechanics for engineering geology (part 2)
PPSX
Static cone penetration test-basics
PPT
Cone Penetration Test
PPTX
Standard Penetration Test & Liquid Limit,Plasticity Limit
PPS
Simple test on soil
PPT
Standard Penetration Test
PPTX
Sediment deposition
DOCX
Rock density and porosity lab
Soil mechanics question answers
Cpt by h.a.akbar
To determine specific gravity of the solids by density bottle method
To determine the particle size distribution of soil by hydrometer method
Soil mechanics practicals manual.(Jyoti Anischit)
Sediments loads
proctor test and compaction
Rock mechanics for engineering geology part 3
Rock mechanics for engineering geology part 1
Rock mechanics for engineering geology (part 2)
Static cone penetration test-basics
Cone Penetration Test
Standard Penetration Test & Liquid Limit,Plasticity Limit
Simple test on soil
Standard Penetration Test
Sediment deposition
Rock density and porosity lab
Ad

Similar to To determine dry density of soil by core cutter method (20)

DOC
Ex 6 a field density by core cutter
PDF
GE Lab manual.pdf
PDF
Foundation Work Procedure for mid rise .pdf
PPTX
Soil Enginnering.pptx
DOCX
Ex 8 standard proctor test
PPTX
index properties.pptx of soil in geo technical engineering
PDF
Ge lab manual
PPTX
Determination of mechanical properties of soil by Vane Shear Test, Direct sh...
PDF
GT Lab Manual
PPTX
Index properties
PPTX
index properties of soil 2.pptxioohfohof
PPTX
Classification of coarse granined soil by Sieve Analysis.pptx
DOCX
Sand replacement
PDF
Foundation Engineering Lab Manual
PPTX
METHODOLOGIES AND IMPORTANCE OF FIELD AND LAB TESTS.
DOC
Ex 6 b field density by sand replacement method
DOCX
Ex 11 vane shear test
PPTX
Determination of in situ density of soil
PDF
Peter Dowd: Remote Removal of Damaged Steel Liner From Vent Shaft
PPT
Ppt sieveanalysis-130303223118-phpapp02
Ex 6 a field density by core cutter
GE Lab manual.pdf
Foundation Work Procedure for mid rise .pdf
Soil Enginnering.pptx
Ex 8 standard proctor test
index properties.pptx of soil in geo technical engineering
Ge lab manual
Determination of mechanical properties of soil by Vane Shear Test, Direct sh...
GT Lab Manual
Index properties
index properties of soil 2.pptxioohfohof
Classification of coarse granined soil by Sieve Analysis.pptx
Sand replacement
Foundation Engineering Lab Manual
METHODOLOGIES AND IMPORTANCE OF FIELD AND LAB TESTS.
Ex 6 b field density by sand replacement method
Ex 11 vane shear test
Determination of in situ density of soil
Peter Dowd: Remote Removal of Damaged Steel Liner From Vent Shaft
Ppt sieveanalysis-130303223118-phpapp02

More from Jyoti Khatiwada (20)

PDF
Project proposal
PPTX
Presentation of TU students, 2018 at Ehime University
PDF
Thesis Proposal example
PDF
Aggregrates
PPTX
Power point presentation on inclinometers
PPTX
PPTX
Slope stability question answers
PPTX
Drilling and blasting
PPTX
Hydrogeology Introduction with basic terms
PPTX
Groundwater Hydrogeology
PPTX
Drill bit types advantages and disadvantages
DOCX
Stress types around excavation opening
PPTX
Rock failure criteria
PPT
Dam and types of dam with site selection
PPTX
Geophysical methods brief summary
PPTX
Similarities between gravity and magnetics and application of different geoph...
DOCX
Types of groundwater pumps
DOCX
positive and negative pore pressures.
PPTX
Sediments transport
PPTX
Sedimentology sedimentary particles
Project proposal
Presentation of TU students, 2018 at Ehime University
Thesis Proposal example
Aggregrates
Power point presentation on inclinometers
Slope stability question answers
Drilling and blasting
Hydrogeology Introduction with basic terms
Groundwater Hydrogeology
Drill bit types advantages and disadvantages
Stress types around excavation opening
Rock failure criteria
Dam and types of dam with site selection
Geophysical methods brief summary
Similarities between gravity and magnetics and application of different geoph...
Types of groundwater pumps
positive and negative pore pressures.
Sediments transport
Sedimentology sedimentary particles

Recently uploaded (20)

PPT
6.1 High Risk New Born. Padetric health ppt
PDF
lecture 2026 of Sjogren's syndrome l .pdf
PPTX
Introduction to Fisheries Biotechnology_Lesson 1.pptx
PPTX
Classification Systems_TAXONOMY_SCIENCE8.pptx
PDF
CHAPTER 3 Cell Structures and Their Functions Lecture Outline.pdf
PPTX
POULTRY PRODUCTION AND MANAGEMENTNNN.pptx
PPTX
7. General Toxicologyfor clinical phrmacy.pptx
PDF
An interstellar mission to test astrophysical black holes
PDF
SEHH2274 Organic Chemistry Notes 1 Structure and Bonding.pdf
PDF
Mastering Bioreactors and Media Sterilization: A Complete Guide to Sterile Fe...
PPTX
Vitamins & Minerals: Complete Guide to Functions, Food Sources, Deficiency Si...
PDF
Warm, water-depleted rocky exoplanets with surfaceionic liquids: A proposed c...
PDF
Looking into the jet cone of the neutrino-associated very high-energy blazar ...
PPTX
ECG_Course_Presentation د.محمد صقران ppt
PDF
Biophysics 2.pdffffffffffffffffffffffffff
PDF
Cosmic Outliers: Low-spin Halos Explain the Abundance, Compactness, and Redsh...
PPTX
ognitive-behavioral therapy, mindfulness-based approaches, coping skills trai...
PPTX
neck nodes and dissection types and lymph nodes levels
PDF
. Radiology Case Scenariosssssssssssssss
PPT
POSITIONING IN OPERATION THEATRE ROOM.ppt
6.1 High Risk New Born. Padetric health ppt
lecture 2026 of Sjogren's syndrome l .pdf
Introduction to Fisheries Biotechnology_Lesson 1.pptx
Classification Systems_TAXONOMY_SCIENCE8.pptx
CHAPTER 3 Cell Structures and Their Functions Lecture Outline.pdf
POULTRY PRODUCTION AND MANAGEMENTNNN.pptx
7. General Toxicologyfor clinical phrmacy.pptx
An interstellar mission to test astrophysical black holes
SEHH2274 Organic Chemistry Notes 1 Structure and Bonding.pdf
Mastering Bioreactors and Media Sterilization: A Complete Guide to Sterile Fe...
Vitamins & Minerals: Complete Guide to Functions, Food Sources, Deficiency Si...
Warm, water-depleted rocky exoplanets with surfaceionic liquids: A proposed c...
Looking into the jet cone of the neutrino-associated very high-energy blazar ...
ECG_Course_Presentation د.محمد صقران ppt
Biophysics 2.pdffffffffffffffffffffffffff
Cosmic Outliers: Low-spin Halos Explain the Abundance, Compactness, and Redsh...
ognitive-behavioral therapy, mindfulness-based approaches, coping skills trai...
neck nodes and dissection types and lymph nodes levels
. Radiology Case Scenariosssssssssssssss
POSITIONING IN OPERATION THEATRE ROOM.ppt

To determine dry density of soil by core cutter method

  • 1. TO DETERMINE DRY DENSITY OF SOIL BY CORE CUTTER METHOD Theory: A cylindrical core cutter is a seamless steel tube. For determination of the dry density of the soil, the cutter is pressed into the soil mass so that it is filled with the soil. The cutter filled with the soil is lifted up. The mass of the soil in the cutter is determined. The dry density is obtained as Where M= mass of the wet soil in the cutter V= internal volume of the cutter w= water content. Equipment: 1. Cylindrical core cutter, 100mm internal diameter and 130mm long 2. Steel rammer, mass 9kg, overall length with the foot and staff about 900mm. 3. Steel dolley, 25mm high and 100mm internal diameter 4. Weighing balance, accuracy 1g. 5. Palette knife 6. Straight edge, steel rule etc Procedure 1. Determine the internal diameter and height of the core cutter to the nearest 0.25mm 2. Determine the mass (M1) of the cutter to the nearest gram.
  • 2. 3. Expose a small area of the soil to be tested. Level the surface, about 300mm square in area. 4. Place the dolley over the top of the core cutter and press the core cutter into the soil mass using the rammer. Stop the pressing when about 15mm of the dolley protrudes above the soil surface. 5. Remove the soil surrounding the core cutter, and take out the core cutter. Soil soil would project from the lower end of the cutter. 6. Remove the dolley. Trim the tip and bottom surface of the core cutter carefully using a straight edge. 7. Weigh the core cutter filled with the soil to the nearest gram (M2). 8. Remove the core of the soil from the cutter. Take a representative sample for the water content determination. 9. Determine the water content. Observation and calculations: Sl. No. Observations an Calculations Determination No. 1 2 3 Observation 1 Core cutter No. 2 Internal diameter 3 Internal height 4 Mass of empty core cutter (M1) 5 Mass of core cutter with soils (M2) Calculations 6 M=M2 – M1 7 Volume of cutter V 8 Water content 9 Dry density using formula Result: Dry density of the soil= ________g/ml.