SlideShare a Scribd company logo
Phase Relations 
N. Sivakugan 
Duration: 6 min 31 s 
SIVA 1
Copyright©2001 Objectives 
To compute the masses (or weights) and 
volumes of the three different phases. 
Va Ma=0 
air 
water 
soil 
Vs 
SIVA 2 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
Notation 
M = mass or weight 
V = volume 
s = soil grains 
w = water 
a = air 
v = voids 
t = total
Copyright©2001 Definitions 
Water content (w) is a measure of the 
water present in the soil. 
Va Ma=0 
air 
water 
soil 
Vs 
W 
M 
X 100% 
SIVA 3 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
S 
w = M 
Expressed as percentage. 
Range = 0 – 100+%.
Copyright©2001 Definitions 
Void ratio (e) is a measure of the void 
volume. 
Va Ma=0 
air 
water 
soil 
Vs 
V 
V 
SIVA 4 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
S 
e = V
Copyright©2001 Definitions 
Porosity (n) is also a measure of the void 
volume, expressed as a percentage. 
Va Ma=0 
air 
water 
soil 
Vs 
n = V X 100% 
V 
V 
SIVA 5 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
T 
Theoretical range: 0 – 100%
Copyright©2001 Definitions 
Degree of saturation (S) is the percentage of 
the void volume filled by water. 
Va Ma=0 
air 
water 
soil 
Vs 
S = V 
W 
V 
X 100% 
SIVA 6 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
V 
Range: 0 – 100% 
Dr 
y Saturate 
d
Copyright©2001 A Simple Example 
SIVA 7 
air 
water 
soil 
In this illustration, 
e = 1 
n = 50% 
S = 50%
Copyright©2001 Definitions 
Bulk density (rm) is the density of the soil in the 
current state. 
Va Ma=0 
air 
water 
soil 
Vs 
T 
r = M 
m V 
SIVA 8 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
T 
Units: t/m3, g/ml, kg/m3
Copyright©2001 Definitions 
Saturated density (rsat) is the density of the soil 
when the voids are filled with water. 
Submerged density (r’) is the effective density 
of the soil when it is submerged. 
r’ = rsat - rw 
SIVA 9
Copyright©2001 Definitions 
Dry density (rd) is the density of the soil in dry 
state. 
Va Ma=0 
air 
water 
soil 
Vs 
S 
r = M 
d V 
SIVA 10 
Mw 
Ms 
Mt 
Vw 
Vv 
Vt 
Phase Diagram 
T 
Units: t/m3, g/ml, kg/m3
Copyright©2001 Definitions 
Bulk, saturated, dry and submerged unit weights (g) 
are defined in a similar manner. 
Here, use weight (kN) instead of mass (kg). 
g = rg 
N/m3 kg/m3 m/s2 
Specific gravity of the soil grains (Gs) typically 
varies between 2.6 and 2.8. 
SIVA 11
Copyright©2001 Phase Relations 
Consider a fraction of the soil where Vs = 1. 
SIVA 
air 
Se 
water 
Serw soil 
1 Gsrw 
e 
Phase Diagram 
The other volumes can 
be obtained from the 
previous definitions. 
Mass = Density x Volume 
volumes masses 
The masses can be 
obtained from:
Copyright©2001 Phase Relations 
From the previous definitions, 
Serw Se 
soil 
w = M W 
= 
Se 
G 
n V 
V 
SIVA 13 
air 
water 
1 Gsrw 
e 
Phase Diagram 
S S 
M 
e 
e 
V 
T 
+ 
= = 
1
Copyright©2001 Phase Relations 
Serw Se 
soil 
r = M T 
= + 
r 
m e 
r = M T 
= + 
r 
sat e 
r M S 
r 
d e 
SIVA 14 
air 
water 
1 Gsrw 
e 
Phase Diagram 
W 
S 
T 
G Se 
V 
+ 
1 
W 
S 
T 
G e 
V 
+ 
1 
W 
S 
T 
G 
V 
+ 
= = 
1
Copyright©2001 
Try not to memorise the equations. 
Understand the definitions, and develop the 
relations from the phase diagram with VS = 1; 
Assume GS (2.6-2.8) when not given; 
Do not mix densities and unit weights; 
Soil grains are incompressible. Their mass 
and volume remain the same at any void ratio. 
SIVA 15
Copyright©2001 A Suggestion.. 
If you can remember one thing in 
phase relations, that should be .. 
air 
water 
SerSe w 
1 Gsrw 
e 
soil 
SIVA 16
Copyright©2001 Testing Times… 
State whether the following are true or false? 
(a) Dry density is greater than submerged density 
(b) In unsaturated soils, water content is always less 
than 100%. 
(c) Larger the void ratio, larger the porosity. 
SIVA 17 
True 
False 
True

More Related Content

What's hot

Geotechnical Engineering-I [Lec #3: Phase Relationships]
Geotechnical Engineering-I [Lec #3: Phase Relationships]Geotechnical Engineering-I [Lec #3: Phase Relationships]
Geotechnical Engineering-I [Lec #3: Phase Relationships]
Muhammad Irfan
 
Earth pressure( soil mechanics)
Earth pressure( soil mechanics)Earth pressure( soil mechanics)
Earth pressure( soil mechanics)
Darshil Vekaria
 
Chapter 3 -consolidation notes
Chapter 3 -consolidation notesChapter 3 -consolidation notes
Chapter 3 -consolidation notes
DYPCET
 
Soil Classification & Systems
Soil Classification & SystemsSoil Classification & Systems
Soil Classification & Systems
Arbaz Kazi
 
stress distribution in soils
stress distribution in soilsstress distribution in soils
stress distribution in soils
MUHAMMADSYAHMIFADZIL
 
3 a index properties of soil
3 a index properties of soil3 a index properties of soil
3 a index properties of soil
Saurabh Kumar
 
Void Ratio Correlations
Void Ratio CorrelationsVoid Ratio Correlations
Void Ratio Correlations
Ali Rehman
 
SHEAR STRENGTH THEORY
SHEAR STRENGTH THEORYSHEAR STRENGTH THEORY
SHEAR STRENGTH THEORY
Vibhanshu Singh
 
8 compressibility and consolidation
8 compressibility and consolidation8 compressibility and consolidation
8 compressibility and consolidation
Saurabh Kumar
 
ppt of consolidation and settlement of soil
ppt of consolidation and settlement of soilppt of consolidation and settlement of soil
ppt of consolidation and settlement of soil
SAMRAT CHODHURY
 
Soil mechanics PPT
Soil mechanics PPTSoil mechanics PPT
Soil mechanics PPT
Kavin Raval
 
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Geotechnical Engineering-I [Lec #21: Consolidation Problems]Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Muhammad Irfan
 
Lecture 6 soil permeability
Lecture 6 soil permeabilityLecture 6 soil permeability
Lecture 6 soil permeability
Dr.Abdulmannan Orabi
 
Consolidation test of soil
Consolidation test of soilConsolidation test of soil
Consolidation test of soil
Ashfaq Ahmad
 
Shear strength of soil
Shear strength of soilShear strength of soil
Shear strength of soil
Aditya Mistry
 
Soil classification
Soil classificationSoil classification
Soil classificationcarren101
 
Class 3 (a) Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
Class 3 (a)   Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )Class 3 (a)   Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
Class 3 (a) Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
Hossam Shafiq I
 
Lecture 8 consolidation and compressibility
Lecture 8  consolidation and compressibilityLecture 8  consolidation and compressibility
Lecture 8 consolidation and compressibility
Dr.Abdulmannan Orabi
 
6 effective stress capillarity_permeability
6 effective stress capillarity_permeability6 effective stress capillarity_permeability
6 effective stress capillarity_permeability
Saurabh Kumar
 

What's hot (20)

Geotechnical Engineering-I [Lec #3: Phase Relationships]
Geotechnical Engineering-I [Lec #3: Phase Relationships]Geotechnical Engineering-I [Lec #3: Phase Relationships]
Geotechnical Engineering-I [Lec #3: Phase Relationships]
 
Earth pressure( soil mechanics)
Earth pressure( soil mechanics)Earth pressure( soil mechanics)
Earth pressure( soil mechanics)
 
Chapter 3 -consolidation notes
Chapter 3 -consolidation notesChapter 3 -consolidation notes
Chapter 3 -consolidation notes
 
Soil Classification & Systems
Soil Classification & SystemsSoil Classification & Systems
Soil Classification & Systems
 
stress distribution in soils
stress distribution in soilsstress distribution in soils
stress distribution in soils
 
3 a index properties of soil
3 a index properties of soil3 a index properties of soil
3 a index properties of soil
 
Void Ratio Correlations
Void Ratio CorrelationsVoid Ratio Correlations
Void Ratio Correlations
 
SHEAR STRENGTH THEORY
SHEAR STRENGTH THEORYSHEAR STRENGTH THEORY
SHEAR STRENGTH THEORY
 
8 compressibility and consolidation
8 compressibility and consolidation8 compressibility and consolidation
8 compressibility and consolidation
 
ppt of consolidation and settlement of soil
ppt of consolidation and settlement of soilppt of consolidation and settlement of soil
ppt of consolidation and settlement of soil
 
Soil mechanics PPT
Soil mechanics PPTSoil mechanics PPT
Soil mechanics PPT
 
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Geotechnical Engineering-I [Lec #21: Consolidation Problems]Geotechnical Engineering-I [Lec #21: Consolidation Problems]
Geotechnical Engineering-I [Lec #21: Consolidation Problems]
 
Lecture 6 soil permeability
Lecture 6 soil permeabilityLecture 6 soil permeability
Lecture 6 soil permeability
 
Consolidation test of soil
Consolidation test of soilConsolidation test of soil
Consolidation test of soil
 
Shear strength of soil
Shear strength of soilShear strength of soil
Shear strength of soil
 
Soil classification
Soil classificationSoil classification
Soil classification
 
Class 3 (a) Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
Class 3 (a)   Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )Class 3 (a)   Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
Class 3 (a) Soil Plasticity (Atterberg Limits) ( Geotechenical Engineering )
 
Soil slope stability
Soil slope stabilitySoil slope stability
Soil slope stability
 
Lecture 8 consolidation and compressibility
Lecture 8  consolidation and compressibilityLecture 8  consolidation and compressibility
Lecture 8 consolidation and compressibility
 
6 effective stress capillarity_permeability
6 effective stress capillarity_permeability6 effective stress capillarity_permeability
6 effective stress capillarity_permeability
 

Viewers also liked

2 weight-volume relationships, plasticity, and structure of soil
2  weight-volume relationships, plasticity, and structure of soil2  weight-volume relationships, plasticity, and structure of soil
2 weight-volume relationships, plasticity, and structure of soil
Khalid Al-Janabi PhD., M.ISGE, M.ISSMGE
 
Index properties, relationship & tests
Index properties, relationship & testsIndex properties, relationship & tests
Index properties, relationship & tests
Shekhar Mehta
 
Soil mechanics
Soil mechanicsSoil mechanics
Soil mechanics
Yaswanth Reddy
 
Soil mechanics note
Soil mechanics noteSoil mechanics note
Soil mechanics note
SHAMJITH KM
 
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
UK Carbon Capture and Storage Research Centre
 
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
1.ce206 lecture 1-2
1.ce206 lecture 1-21.ce206 lecture 1-2
1.ce206 lecture 1-2
IMALONE1
 
Ce240 lectw031consistencyatterberglinmits
Ce240 lectw031consistencyatterberglinmitsCe240 lectw031consistencyatterberglinmits
Ce240 lectw031consistencyatterberglinmitsZakee Kazmee
 
Class 2 Grain Size Analysis ( Geotechnical Engineering )
Class 2   Grain Size Analysis ( Geotechnical Engineering )Class 2   Grain Size Analysis ( Geotechnical Engineering )
Class 2 Grain Size Analysis ( Geotechnical Engineering )
Hossam Shafiq I
 
Standard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity LimitStandard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity Limit
gurjapsinghsomal
 
Index properties
Index propertiesIndex properties
Index properties
Amanpreet Tangri
 
2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
 2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams 2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
fisehaye tium
 
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
Hossam Shafiq I
 
Class 3 (b) Soil Classification ( Geotechnical Engineering )
Class 3 (b)    Soil Classification ( Geotechnical Engineering )Class 3 (b)    Soil Classification ( Geotechnical Engineering )
Class 3 (b) Soil Classification ( Geotechnical Engineering )
Hossam Shafiq I
 
Class 4 Soil Compaction ( Geotechnical Engineering )
Class 4    Soil Compaction ( Geotechnical Engineering )Class 4    Soil Compaction ( Geotechnical Engineering )
Class 4 Soil Compaction ( Geotechnical Engineering )
Hossam Shafiq I
 
Soil mechanics-full-course-notes-and-lectures
Soil mechanics-full-course-notes-and-lecturesSoil mechanics-full-course-notes-and-lectures
Soil mechanics-full-course-notes-and-lecturesvlmvv2
 
Footing and Its Types
Footing and Its TypesFooting and Its Types
Footing and Its Types
Abid Javaid
 
Standard Penetration Test
Standard Penetration TestStandard Penetration Test
Standard Penetration Test
Abdur Rahman Quadri
 

Viewers also liked (20)

2 weight-volume relationships, plasticity, and structure of soil
2  weight-volume relationships, plasticity, and structure of soil2  weight-volume relationships, plasticity, and structure of soil
2 weight-volume relationships, plasticity, and structure of soil
 
Index properties, relationship & tests
Index properties, relationship & testsIndex properties, relationship & tests
Index properties, relationship & tests
 
Soil mechanics
Soil mechanicsSoil mechanics
Soil mechanics
 
Soil mechanics note
Soil mechanics noteSoil mechanics note
Soil mechanics note
 
poster
posterposter
poster
 
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
Modelling Stress Path and Fracture Pressure Hysteresis for CO2 Storage in Dep...
 
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
Strength sivakugan(Complete Soil Mech. Undestanding Pakage: ABHAY)
 
1.ce206 lecture 1-2
1.ce206 lecture 1-21.ce206 lecture 1-2
1.ce206 lecture 1-2
 
Ce240 lectw031consistencyatterberglinmits
Ce240 lectw031consistencyatterberglinmitsCe240 lectw031consistencyatterberglinmits
Ce240 lectw031consistencyatterberglinmits
 
Class 2 Grain Size Analysis ( Geotechnical Engineering )
Class 2   Grain Size Analysis ( Geotechnical Engineering )Class 2   Grain Size Analysis ( Geotechnical Engineering )
Class 2 Grain Size Analysis ( Geotechnical Engineering )
 
Standard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity LimitStandard Penetration Test & Liquid Limit,Plasticity Limit
Standard Penetration Test & Liquid Limit,Plasticity Limit
 
Index properties
Index propertiesIndex properties
Index properties
 
2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
 2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams 2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
2006 E.C. aait materials i regular chapter 6 introduction to phase diagrams
 
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )Class 1  Moisture Content - Specific Gravity ( Geotechnical Engineering )
Class 1 Moisture Content - Specific Gravity ( Geotechnical Engineering )
 
Class 3 (b) Soil Classification ( Geotechnical Engineering )
Class 3 (b)    Soil Classification ( Geotechnical Engineering )Class 3 (b)    Soil Classification ( Geotechnical Engineering )
Class 3 (b) Soil Classification ( Geotechnical Engineering )
 
Class 4 Soil Compaction ( Geotechnical Engineering )
Class 4    Soil Compaction ( Geotechnical Engineering )Class 4    Soil Compaction ( Geotechnical Engineering )
Class 4 Soil Compaction ( Geotechnical Engineering )
 
Soil mechanics-full-course-notes-and-lectures
Soil mechanics-full-course-notes-and-lecturesSoil mechanics-full-course-notes-and-lectures
Soil mechanics-full-course-notes-and-lectures
 
Strength nalin
Strength nalinStrength nalin
Strength nalin
 
Footing and Its Types
Footing and Its TypesFooting and Its Types
Footing and Its Types
 
Standard Penetration Test
Standard Penetration TestStandard Penetration Test
Standard Penetration Test
 

Similar to Phase of soil (Complete Soil Mech. Undestanding Pakage: ABHAY)

Phase relations soil analysis
Phase relations soil analysisPhase relations soil analysis
Phase relations soil analysis
Malika khalil
 
MEKTAN Phase Relations -TE Properties.ppt
MEKTAN  Phase Relations -TE Properties.pptMEKTAN  Phase Relations -TE Properties.ppt
MEKTAN Phase Relations -TE Properties.ppt
ThomasCYudha1
 
Phase Relations -TE Properties (1).ppt
Phase Relations -TE Properties (1).pptPhase Relations -TE Properties (1).ppt
Phase Relations -TE Properties (1).ppt
ThomasCYudha1
 
Introduction_to_Soil_Mechanics_Suvadeep_De.pptx
Introduction_to_Soil_Mechanics_Suvadeep_De.pptxIntroduction_to_Soil_Mechanics_Suvadeep_De.pptx
Introduction_to_Soil_Mechanics_Suvadeep_De.pptx
suvadeepde
 
Introduction to Soil Mechanics
Introduction to Soil MechanicsIntroduction to Soil Mechanics
Introduction to Soil Mechanics
AMIE(I) Study Circle
 
geotechnical engineering 1
geotechnical engineering 1geotechnical engineering 1
geotechnical engineering 1
AbdulmajetMohamed
 
5 basic properties
5 basic properties5 basic properties
5 basic properties
Marvin Ken
 
Sandesh
SandeshSandesh
Sandeshsvrp7
 
Chapter 03
Chapter 03Chapter 03
Chapter 03
SantistebanCampos
 
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.pptUNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
yarlagaddanagalakshm
 
Soil - Basic Definitions & Relationships
Soil - Basic Definitions & RelationshipsSoil - Basic Definitions & Relationships
Soil - Basic Definitions & Relationships
Arbaz Kazi
 
1.3 Soil Phase Relationships.pdf
1.3 Soil Phase Relationships.pdf1.3 Soil Phase Relationships.pdf
1.3 Soil Phase Relationships.pdf
JohannaShinana
 
Fluid properties
Fluid propertiesFluid properties
Fluid properties
Mohsin Siddique
 
Pe Test Geotechnical Rerview
Pe Test Geotechnical RerviewPe Test Geotechnical Rerview
Pe Test Geotechnical Rerview
imedlachheb
 
64202789-Composition-of-Soil.pptx
64202789-Composition-of-Soil.pptx64202789-Composition-of-Soil.pptx
64202789-Composition-of-Soil.pptx
sahildhumal6
 
Correction for construction Settlement
Correction for construction SettlementCorrection for construction Settlement
Correction for construction Settlement
Sanchari Halder
 
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docxProblem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
elishaoatway
 

Similar to Phase of soil (Complete Soil Mech. Undestanding Pakage: ABHAY) (20)

Phase relations soil analysis
Phase relations soil analysisPhase relations soil analysis
Phase relations soil analysis
 
MEKTAN Phase Relations -TE Properties.ppt
MEKTAN  Phase Relations -TE Properties.pptMEKTAN  Phase Relations -TE Properties.ppt
MEKTAN Phase Relations -TE Properties.ppt
 
Phase Relations -TE Properties (1).ppt
Phase Relations -TE Properties (1).pptPhase Relations -TE Properties (1).ppt
Phase Relations -TE Properties (1).ppt
 
Lecture tow
Lecture towLecture tow
Lecture tow
 
Introduction_to_Soil_Mechanics_Suvadeep_De.pptx
Introduction_to_Soil_Mechanics_Suvadeep_De.pptxIntroduction_to_Soil_Mechanics_Suvadeep_De.pptx
Introduction_to_Soil_Mechanics_Suvadeep_De.pptx
 
Introduction to Soil Mechanics
Introduction to Soil MechanicsIntroduction to Soil Mechanics
Introduction to Soil Mechanics
 
geotechnical engineering 1
geotechnical engineering 1geotechnical engineering 1
geotechnical engineering 1
 
5 basic properties
5 basic properties5 basic properties
5 basic properties
 
Sm Chapter III
Sm Chapter IIISm Chapter III
Sm Chapter III
 
Sandesh
SandeshSandesh
Sandesh
 
Chapter 03
Chapter 03Chapter 03
Chapter 03
 
2 soil phases
2 soil phases2 soil phases
2 soil phases
 
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.pptUNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
UNIT-1 SOIL MECHANICS_Y. NAGA LAKSHMI.ppt
 
Soil - Basic Definitions & Relationships
Soil - Basic Definitions & RelationshipsSoil - Basic Definitions & Relationships
Soil - Basic Definitions & Relationships
 
1.3 Soil Phase Relationships.pdf
1.3 Soil Phase Relationships.pdf1.3 Soil Phase Relationships.pdf
1.3 Soil Phase Relationships.pdf
 
Fluid properties
Fluid propertiesFluid properties
Fluid properties
 
Pe Test Geotechnical Rerview
Pe Test Geotechnical RerviewPe Test Geotechnical Rerview
Pe Test Geotechnical Rerview
 
64202789-Composition-of-Soil.pptx
64202789-Composition-of-Soil.pptx64202789-Composition-of-Soil.pptx
64202789-Composition-of-Soil.pptx
 
Correction for construction Settlement
Correction for construction SettlementCorrection for construction Settlement
Correction for construction Settlement
 
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docxProblem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
Problem Set #2 SCOR470 Fall 2015 Topics Soil water pote.docx
 

More from Abhay Kumar

Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Abhay Kumar
 

More from Abhay Kumar (7)

Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Permeability sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
Mohr circle (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
Lateral stability (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Intro geo sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Consolidation sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Compaction sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
 
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
Clay mineralogy sivakugan (Complete Soil Mech. Undestanding Pakage: ABHAY)
 

Recently uploaded

Understanding Inductive Bias in Machine Learning
Understanding Inductive Bias in Machine LearningUnderstanding Inductive Bias in Machine Learning
Understanding Inductive Bias in Machine Learning
SUTEJAS
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
bakpo1
 
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTSHeap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
Soumen Santra
 
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
zwunae
 
Water billing management system project report.pdf
Water billing management system project report.pdfWater billing management system project report.pdf
Water billing management system project report.pdf
Kamal Acharya
 
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
Mukeshwaran Balu
 
Fundamentals of Induction Motor Drives.pptx
Fundamentals of Induction Motor Drives.pptxFundamentals of Induction Motor Drives.pptx
Fundamentals of Induction Motor Drives.pptx
manasideore6
 
Online aptitude test management system project report.pdf
Online aptitude test management system project report.pdfOnline aptitude test management system project report.pdf
Online aptitude test management system project report.pdf
Kamal Acharya
 
Swimming pool mechanical components design.pptx
Swimming pool  mechanical components design.pptxSwimming pool  mechanical components design.pptx
Swimming pool mechanical components design.pptx
yokeleetan1
 
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
thanhdowork
 
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressionsKuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
Victor Morales
 
Fundamentals of Electric Drives and its applications.pptx
Fundamentals of Electric Drives and its applications.pptxFundamentals of Electric Drives and its applications.pptx
Fundamentals of Electric Drives and its applications.pptx
manasideore6
 
digital fundamental by Thomas L.floydl.pdf
digital fundamental by Thomas L.floydl.pdfdigital fundamental by Thomas L.floydl.pdf
digital fundamental by Thomas L.floydl.pdf
drwaing
 
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdfBPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
MIGUELANGEL966976
 
Literature Review Basics and Understanding Reference Management.pptx
Literature Review Basics and Understanding Reference Management.pptxLiterature Review Basics and Understanding Reference Management.pptx
Literature Review Basics and Understanding Reference Management.pptx
Dr Ramhari Poudyal
 
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesHarnessing WebAssembly for Real-time Stateless Streaming Pipelines
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
Christina Lin
 
6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)
ClaraZara1
 
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
insn4465
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
obonagu
 
Unbalanced Three Phase Systems and circuits.pptx
Unbalanced Three Phase Systems and circuits.pptxUnbalanced Three Phase Systems and circuits.pptx
Unbalanced Three Phase Systems and circuits.pptx
ChristineTorrepenida1
 

Recently uploaded (20)

Understanding Inductive Bias in Machine Learning
Understanding Inductive Bias in Machine LearningUnderstanding Inductive Bias in Machine Learning
Understanding Inductive Bias in Machine Learning
 
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
一比一原版(SFU毕业证)西蒙菲莎大学毕业证成绩单如何办理
 
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTSHeap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
Heap Sort (SS).ppt FOR ENGINEERING GRADUATES, BCA, MCA, MTECH, BSC STUDENTS
 
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
一比一原版(IIT毕业证)伊利诺伊理工大学毕业证成绩单专业办理
 
Water billing management system project report.pdf
Water billing management system project report.pdfWater billing management system project report.pdf
Water billing management system project report.pdf
 
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
ACRP 4-09 Risk Assessment Method to Support Modification of Airfield Separat...
 
Fundamentals of Induction Motor Drives.pptx
Fundamentals of Induction Motor Drives.pptxFundamentals of Induction Motor Drives.pptx
Fundamentals of Induction Motor Drives.pptx
 
Online aptitude test management system project report.pdf
Online aptitude test management system project report.pdfOnline aptitude test management system project report.pdf
Online aptitude test management system project report.pdf
 
Swimming pool mechanical components design.pptx
Swimming pool  mechanical components design.pptxSwimming pool  mechanical components design.pptx
Swimming pool mechanical components design.pptx
 
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
RAT: Retrieval Augmented Thoughts Elicit Context-Aware Reasoning in Long-Hori...
 
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressionsKuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
KuberTENes Birthday Bash Guadalajara - K8sGPT first impressions
 
Fundamentals of Electric Drives and its applications.pptx
Fundamentals of Electric Drives and its applications.pptxFundamentals of Electric Drives and its applications.pptx
Fundamentals of Electric Drives and its applications.pptx
 
digital fundamental by Thomas L.floydl.pdf
digital fundamental by Thomas L.floydl.pdfdigital fundamental by Thomas L.floydl.pdf
digital fundamental by Thomas L.floydl.pdf
 
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdfBPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
BPV-GUI-01-Guide-for-ASME-Review-Teams-(General)-10-10-2023.pdf
 
Literature Review Basics and Understanding Reference Management.pptx
Literature Review Basics and Understanding Reference Management.pptxLiterature Review Basics and Understanding Reference Management.pptx
Literature Review Basics and Understanding Reference Management.pptx
 
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
Harnessing WebAssembly for Real-time Stateless Streaming PipelinesHarnessing WebAssembly for Real-time Stateless Streaming Pipelines
Harnessing WebAssembly for Real-time Stateless Streaming Pipelines
 
6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)6th International Conference on Machine Learning & Applications (CMLA 2024)
6th International Conference on Machine Learning & Applications (CMLA 2024)
 
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
哪里办理(csu毕业证书)查尔斯特大学毕业证硕士学历原版一模一样
 
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
在线办理(ANU毕业证书)澳洲国立大学毕业证录取通知书一模一样
 
Unbalanced Three Phase Systems and circuits.pptx
Unbalanced Three Phase Systems and circuits.pptxUnbalanced Three Phase Systems and circuits.pptx
Unbalanced Three Phase Systems and circuits.pptx
 

Phase of soil (Complete Soil Mech. Undestanding Pakage: ABHAY)

  • 1. Phase Relations N. Sivakugan Duration: 6 min 31 s SIVA 1
  • 2. Copyright©2001 Objectives To compute the masses (or weights) and volumes of the three different phases. Va Ma=0 air water soil Vs SIVA 2 Mw Ms Mt Vw Vv Vt Phase Diagram Notation M = mass or weight V = volume s = soil grains w = water a = air v = voids t = total
  • 3. Copyright©2001 Definitions Water content (w) is a measure of the water present in the soil. Va Ma=0 air water soil Vs W M X 100% SIVA 3 Mw Ms Mt Vw Vv Vt Phase Diagram S w = M Expressed as percentage. Range = 0 – 100+%.
  • 4. Copyright©2001 Definitions Void ratio (e) is a measure of the void volume. Va Ma=0 air water soil Vs V V SIVA 4 Mw Ms Mt Vw Vv Vt Phase Diagram S e = V
  • 5. Copyright©2001 Definitions Porosity (n) is also a measure of the void volume, expressed as a percentage. Va Ma=0 air water soil Vs n = V X 100% V V SIVA 5 Mw Ms Mt Vw Vv Vt Phase Diagram T Theoretical range: 0 – 100%
  • 6. Copyright©2001 Definitions Degree of saturation (S) is the percentage of the void volume filled by water. Va Ma=0 air water soil Vs S = V W V X 100% SIVA 6 Mw Ms Mt Vw Vv Vt Phase Diagram V Range: 0 – 100% Dr y Saturate d
  • 7. Copyright©2001 A Simple Example SIVA 7 air water soil In this illustration, e = 1 n = 50% S = 50%
  • 8. Copyright©2001 Definitions Bulk density (rm) is the density of the soil in the current state. Va Ma=0 air water soil Vs T r = M m V SIVA 8 Mw Ms Mt Vw Vv Vt Phase Diagram T Units: t/m3, g/ml, kg/m3
  • 9. Copyright©2001 Definitions Saturated density (rsat) is the density of the soil when the voids are filled with water. Submerged density (r’) is the effective density of the soil when it is submerged. r’ = rsat - rw SIVA 9
  • 10. Copyright©2001 Definitions Dry density (rd) is the density of the soil in dry state. Va Ma=0 air water soil Vs S r = M d V SIVA 10 Mw Ms Mt Vw Vv Vt Phase Diagram T Units: t/m3, g/ml, kg/m3
  • 11. Copyright©2001 Definitions Bulk, saturated, dry and submerged unit weights (g) are defined in a similar manner. Here, use weight (kN) instead of mass (kg). g = rg N/m3 kg/m3 m/s2 Specific gravity of the soil grains (Gs) typically varies between 2.6 and 2.8. SIVA 11
  • 12. Copyright©2001 Phase Relations Consider a fraction of the soil where Vs = 1. SIVA air Se water Serw soil 1 Gsrw e Phase Diagram The other volumes can be obtained from the previous definitions. Mass = Density x Volume volumes masses The masses can be obtained from:
  • 13. Copyright©2001 Phase Relations From the previous definitions, Serw Se soil w = M W = Se G n V V SIVA 13 air water 1 Gsrw e Phase Diagram S S M e e V T + = = 1
  • 14. Copyright©2001 Phase Relations Serw Se soil r = M T = + r m e r = M T = + r sat e r M S r d e SIVA 14 air water 1 Gsrw e Phase Diagram W S T G Se V + 1 W S T G e V + 1 W S T G V + = = 1
  • 15. Copyright©2001 Try not to memorise the equations. Understand the definitions, and develop the relations from the phase diagram with VS = 1; Assume GS (2.6-2.8) when not given; Do not mix densities and unit weights; Soil grains are incompressible. Their mass and volume remain the same at any void ratio. SIVA 15
  • 16. Copyright©2001 A Suggestion.. If you can remember one thing in phase relations, that should be .. air water SerSe w 1 Gsrw e soil SIVA 16
  • 17. Copyright©2001 Testing Times… State whether the following are true or false? (a) Dry density is greater than submerged density (b) In unsaturated soils, water content is always less than 100%. (c) Larger the void ratio, larger the porosity. SIVA 17 True False True