SlideShare a Scribd company logo
2
Most read
3
Most read
TO DETERMINE SPECIFIC GRAVITY OF THE SOLIDS BY DENSITY BOTTLE
METHOD
Theory;
The specific gravity of solid particles is the ratio of the mass density of solids
to that water. It is determined in the laboratory using the relation:
Where
M1 = mass of empty bottle
M2 = mass of the bottle and dry soil
M3 = mass of bottle, soil and water
M4 = mass of bottle filled with water only.
Equipment:
1. 50ml density bottle with stopper
2. Oven (105 0
to 110 0
C)
3. Constant temperature water bath (27 0
C)
4. Vacuum desiccator
5. Vacuum pump
6. Weighing balance accuracy 0.001g
7. Spatula
Procedure:
1. Wash the density bottle and dry it in an oven at 105 0
C to 100 0
C. Cool it
in the desiccator.
2. Weigh the bottle, with stopper to the nearest 0.001g (M1).
3. Take 5 to 10g of the oven dried soil sample and transfer it the density
bottle. Weigh the bootle with the stopper and the dry sample (M2).
4. Add de-aired distilled water to the density bottle just enough to cove the
soil. Shake gently to mix the soil and water.
5. Place the bottle containing the soil and water after removing the stopper
in the vacuum desiccator.
6. Evacuate the desiccator gradually by operating the vacuum pump. Reduce
the pressure to about 20 mm of mercury. Keep the bottle in the desiccator
for at least 1 hour or until no further movement of air is noticed.
7. Replace the vacuum and remove the lid of the desiccator. Stir the soil in
the bottle carefully with a spatula. Before removing the spatula from the
bottle, the particles of soil adhering to it should be washed off with a few
drops of air free water. Replace the lid of the desiccator and again apply
vacuum. Repeat the procedure until no more air is evolved from the
specimen.
Note: In case of vacuum desiccator is not available, the entrapped air can be
removed by heating the density bottle on a water bath or a sand bath.
8. Remove the bottle from the desiccator. Add air-free water until the bottle
is full. Insert the stopper.
9. Immerse the bottle upto the neck in a constant-temperature bath for
approximately 1 hour or until it has attained the constant temperature.
If there is an apparent decrease in the volume of the liquid in the bottle,
remove the stopper and add more water to the bottle and replace the
stopper. Again place the bottle in the water bath. Allow sufficient time to
ensure that the bottle and its content attain the constant temperature.
10. Take out the bottle from the water bath. Wipe it clean and dry it from
outside. Fill the capillary in the stopper with drops of distilled water, if
necessary.
11. Determine the mass of the bottle and its contents (M3).
12. Empty the bottle and clean it thoroughly. Fill it with distilled water.
Insert the stopper.
13. Immerse the bottle in the constant-temperature bath for 1 hour or until
it has attained the constant temperature of the bath.
If there is an apparent decrease in the volume of the liquid, remove the
stopper and add more water. Again keep it in the water bath.
14. Take out the bottle from the water bath. Wipe it dry and take the mass
(M4).
Observations and calculations:
Sl. No. Observations an Calculations
Determination No.
1 2 3
Observation
1 Density bottle No.
2 Mass of empty density bottle (M1)
3 Mass of Mass of bottle dry soil (M2)
4 Mass of bottle, soil and water (M3)
5 Mass of bottle filled with water (M4)
Calculations
6 M2 – M1
7 M3 – M4
8 Calculate G using formula
Result:
Specific gravity of solids = _____.
By Jyoti Anischit

More Related Content

PPTX
Gradually varied flow
PPTX
Index properties
DOCX
Ex 3 specific gravity by pycnometer
PDF
SOIL PERMEABILITY.pdf
PPTX
ppt of consolidation and settlement of soil
PPT
Ppt sieve analysis
PPTX
PPTX
SHALLOW FOUNDATION
Gradually varied flow
Index properties
Ex 3 specific gravity by pycnometer
SOIL PERMEABILITY.pdf
ppt of consolidation and settlement of soil
Ppt sieve analysis
SHALLOW FOUNDATION

What's hot (20)

PPTX
Pile load test
PPTX
Atterberg limits
PPSX
Geotechnical Engineering-I [Lec #2: Introduction-2]
PPT
Shrinkage Limit Test
PPTX
Effective stress
PPTX
Permeability and factors affecting permeability
PPTX
Vane shear test
PDF
Consolidation
PDF
Working Stress Method v/s Limit State Method
PPTX
Tests on cement
PPTX
Basics of soil mechanics
PDF
Chapter 4. Bearing Capacity of Soil.pdf
PDF
4. Highway Materials.pdf
PPTX
Soil Compaction
DOCX
Unconfined compression test
PPTX
Lateral earth pressure
PPTX
case study on terzaghi’s theory
PPTX
Seepage in Earth Dams.
PPSX
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
PPT
Triaxial shear test of soils
Pile load test
Atterberg limits
Geotechnical Engineering-I [Lec #2: Introduction-2]
Shrinkage Limit Test
Effective stress
Permeability and factors affecting permeability
Vane shear test
Consolidation
Working Stress Method v/s Limit State Method
Tests on cement
Basics of soil mechanics
Chapter 4. Bearing Capacity of Soil.pdf
4. Highway Materials.pdf
Soil Compaction
Unconfined compression test
Lateral earth pressure
case study on terzaghi’s theory
Seepage in Earth Dams.
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Triaxial shear test of soils
Ad

Viewers also liked (20)

DOCX
To determine the particle size distribution of soil by hydrometer method
DOCX
Types of groundwater pumps
DOCX
SUMMER TRAINING REPORTS OF SOIL TESTING
DOCX
Soil mechanics question answers
DOCX
To determine dry density of soil by core cutter method
DOCX
Specific gravity
DOCX
Soil mechanics practicals manual.(Jyoti Anischit)
DOCX
Majaor project
PPTX
Similarities between gravity and magnetics and application of different geoph...
PPTX
Sediments loads
PPTX
proctor test and compaction
PPTX
Geophysical methods brief summary
PPTX
Rock mechanics for engineering geology part 3
PDF
Specific gravity by weight
PPTX
Rock mechanics for engineering geology part 1
PPTX
DENSITY: SPECIFIC GRAVITY
PPTX
Specif gravity.ppt 2 copy
PPTX
Rock mechanics for engineering geology (part 2)
PDF
Petroleum Properties - Density and relative density
DOCX
Density and Specific Gravity (Specific Gravity Bottle method)
To determine the particle size distribution of soil by hydrometer method
Types of groundwater pumps
SUMMER TRAINING REPORTS OF SOIL TESTING
Soil mechanics question answers
To determine dry density of soil by core cutter method
Specific gravity
Soil mechanics practicals manual.(Jyoti Anischit)
Majaor project
Similarities between gravity and magnetics and application of different geoph...
Sediments loads
proctor test and compaction
Geophysical methods brief summary
Rock mechanics for engineering geology part 3
Specific gravity by weight
Rock mechanics for engineering geology part 1
DENSITY: SPECIFIC GRAVITY
Specif gravity.ppt 2 copy
Rock mechanics for engineering geology (part 2)
Petroleum Properties - Density and relative density
Density and Specific Gravity (Specific Gravity Bottle method)
Ad

Similar to To determine specific gravity of the solids by density bottle method (20)

PPTX
Presentation on
DOCX
DocScanner Nov 3, 2022 1-55 PM.docx
PPTX
Specific Gravity of cohesive and cohesionless soil .pptx
PPTX
Determination of specific gravity of soil
PDF
Soil Mechanics Lab Manual including some International Standards
PDF
Determination of specific gravity
PDF
Soil Mechanics-Index Properties and Solid,water,air relation.pdf
PPTX
Index Properties of Soil Part I
PPTX
INDEX PROPERTIES OF SOIL
PDF
Specific gravity of soil
PPTX
presentation of Pharmaculculation ppt .pptx
DOCX
Specific gravity of cement by pycnometer method
PPTX
index properties.pptx of soil in geo technical engineering
PPTX
Specif gravity.ppt 2 copy
PPT
Presentation on specific gravity of soil.ppt
PPTX
Geotechnical Engineering lab project.pptx
PDF
Geotechnical Engineering - Year 3 Lab Report.pdf
PDF
aashto_t84.pdf
PPTX
METHODOLOGIES AND IMPORTANCE OF FIELD AND LAB TESTS.
PDF
Physical of food materials
Presentation on
DocScanner Nov 3, 2022 1-55 PM.docx
Specific Gravity of cohesive and cohesionless soil .pptx
Determination of specific gravity of soil
Soil Mechanics Lab Manual including some International Standards
Determination of specific gravity
Soil Mechanics-Index Properties and Solid,water,air relation.pdf
Index Properties of Soil Part I
INDEX PROPERTIES OF SOIL
Specific gravity of soil
presentation of Pharmaculculation ppt .pptx
Specific gravity of cement by pycnometer method
index properties.pptx of soil in geo technical engineering
Specif gravity.ppt 2 copy
Presentation on specific gravity of soil.ppt
Geotechnical Engineering lab project.pptx
Geotechnical Engineering - Year 3 Lab Report.pdf
aashto_t84.pdf
METHODOLOGIES AND IMPORTANCE OF FIELD AND LAB TESTS.
Physical of food materials

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
DOCX
Rock density and porosity lab
DOCX
positive and negative pore pressures.
PPTX
Sediments transport
PPTX
Sediment deposition
PPTX
Sedimentology sedimentary particles
PPTX
Resistance to flow
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
Rock density and porosity lab
positive and negative pore pressures.
Sediments transport
Sediment deposition
Sedimentology sedimentary particles
Resistance to flow

Recently uploaded (20)

PDF
diccionario toefl examen de ingles para principiante
PPTX
7. General Toxicologyfor clinical phrmacy.pptx
PPTX
cpcsea ppt.pptxssssssssssssssjjdjdndndddd
PDF
HPLC-PPT.docx high performance liquid chromatography
PPTX
Comparative Structure of Integument in Vertebrates.pptx
DOCX
Q1_LE_Mathematics 8_Lesson 5_Week 5.docx
PDF
Unveiling a 36 billion solar mass black hole at the centre of the Cosmic Hors...
PDF
bbec55_b34400a7914c42429908233dbd381773.pdf
PDF
The scientific heritage No 166 (166) (2025)
PDF
Mastering Bioreactors and Media Sterilization: A Complete Guide to Sterile Fe...
PPTX
2. Earth - The Living Planet Module 2ELS
PDF
. Radiology Case Scenariosssssssssssssss
PDF
CAPERS-LRD-z9:AGas-enshroudedLittleRedDotHostingaBroad-lineActive GalacticNuc...
PPTX
Vitamins & Minerals: Complete Guide to Functions, Food Sources, Deficiency Si...
PPTX
2. Earth - The Living Planet earth and life
PDF
ELS_Q1_Module-11_Formation-of-Rock-Layers_v2.pdf
PPTX
SCIENCE10 Q1 5 WK8 Evidence Supporting Plate Movement.pptx
PPTX
ECG_Course_Presentation د.محمد صقران ppt
PPTX
INTRODUCTION TO EVS | Concept of sustainability
PPTX
Cell Membrane: Structure, Composition & Functions
diccionario toefl examen de ingles para principiante
7. General Toxicologyfor clinical phrmacy.pptx
cpcsea ppt.pptxssssssssssssssjjdjdndndddd
HPLC-PPT.docx high performance liquid chromatography
Comparative Structure of Integument in Vertebrates.pptx
Q1_LE_Mathematics 8_Lesson 5_Week 5.docx
Unveiling a 36 billion solar mass black hole at the centre of the Cosmic Hors...
bbec55_b34400a7914c42429908233dbd381773.pdf
The scientific heritage No 166 (166) (2025)
Mastering Bioreactors and Media Sterilization: A Complete Guide to Sterile Fe...
2. Earth - The Living Planet Module 2ELS
. Radiology Case Scenariosssssssssssssss
CAPERS-LRD-z9:AGas-enshroudedLittleRedDotHostingaBroad-lineActive GalacticNuc...
Vitamins & Minerals: Complete Guide to Functions, Food Sources, Deficiency Si...
2. Earth - The Living Planet earth and life
ELS_Q1_Module-11_Formation-of-Rock-Layers_v2.pdf
SCIENCE10 Q1 5 WK8 Evidence Supporting Plate Movement.pptx
ECG_Course_Presentation د.محمد صقران ppt
INTRODUCTION TO EVS | Concept of sustainability
Cell Membrane: Structure, Composition & Functions

To determine specific gravity of the solids by density bottle method

  • 1. TO DETERMINE SPECIFIC GRAVITY OF THE SOLIDS BY DENSITY BOTTLE METHOD Theory; The specific gravity of solid particles is the ratio of the mass density of solids to that water. It is determined in the laboratory using the relation: Where M1 = mass of empty bottle M2 = mass of the bottle and dry soil M3 = mass of bottle, soil and water M4 = mass of bottle filled with water only. Equipment: 1. 50ml density bottle with stopper 2. Oven (105 0 to 110 0 C) 3. Constant temperature water bath (27 0 C) 4. Vacuum desiccator 5. Vacuum pump 6. Weighing balance accuracy 0.001g 7. Spatula Procedure: 1. Wash the density bottle and dry it in an oven at 105 0 C to 100 0 C. Cool it in the desiccator. 2. Weigh the bottle, with stopper to the nearest 0.001g (M1). 3. Take 5 to 10g of the oven dried soil sample and transfer it the density bottle. Weigh the bootle with the stopper and the dry sample (M2).
  • 2. 4. Add de-aired distilled water to the density bottle just enough to cove the soil. Shake gently to mix the soil and water. 5. Place the bottle containing the soil and water after removing the stopper in the vacuum desiccator. 6. Evacuate the desiccator gradually by operating the vacuum pump. Reduce the pressure to about 20 mm of mercury. Keep the bottle in the desiccator for at least 1 hour or until no further movement of air is noticed. 7. Replace the vacuum and remove the lid of the desiccator. Stir the soil in the bottle carefully with a spatula. Before removing the spatula from the bottle, the particles of soil adhering to it should be washed off with a few drops of air free water. Replace the lid of the desiccator and again apply vacuum. Repeat the procedure until no more air is evolved from the specimen. Note: In case of vacuum desiccator is not available, the entrapped air can be removed by heating the density bottle on a water bath or a sand bath. 8. Remove the bottle from the desiccator. Add air-free water until the bottle is full. Insert the stopper. 9. Immerse the bottle upto the neck in a constant-temperature bath for approximately 1 hour or until it has attained the constant temperature. If there is an apparent decrease in the volume of the liquid in the bottle, remove the stopper and add more water to the bottle and replace the stopper. Again place the bottle in the water bath. Allow sufficient time to ensure that the bottle and its content attain the constant temperature. 10. Take out the bottle from the water bath. Wipe it clean and dry it from outside. Fill the capillary in the stopper with drops of distilled water, if necessary.
  • 3. 11. Determine the mass of the bottle and its contents (M3). 12. Empty the bottle and clean it thoroughly. Fill it with distilled water. Insert the stopper. 13. Immerse the bottle in the constant-temperature bath for 1 hour or until it has attained the constant temperature of the bath. If there is an apparent decrease in the volume of the liquid, remove the stopper and add more water. Again keep it in the water bath. 14. Take out the bottle from the water bath. Wipe it dry and take the mass (M4). Observations and calculations: Sl. No. Observations an Calculations Determination No. 1 2 3 Observation 1 Density bottle No. 2 Mass of empty density bottle (M1) 3 Mass of Mass of bottle dry soil (M2) 4 Mass of bottle, soil and water (M3) 5 Mass of bottle filled with water (M4) Calculations 6 M2 – M1 7 M3 – M4 8 Calculate G using formula Result: Specific gravity of solids = _____. By Jyoti Anischit