SlideShare una empresa de Scribd logo
1 de 7
1
Geotechnical Engineering–II [CE-321]
BSc Civil Engineering – 5th Semester
by
Dr. Muhammad Irfan
Assistant Professor
Civil Engg. Dept. – UET Lahore
Email: mirfan1@msn.com
Lecture Handouts: https://groups.google.com/d/forum/geotech-ii_2015session
Lecture # 18
10-Nov-2017
2
TERZAGHI’S BEARING CAPACITY THEORY
Terzaghi (1943) developed the theory for continuous/strip
foundations (simplest, 2D problem).
 BNNDNcq qfcult '5.0'' 
Contribution of:
Shear
strength
Surcharge
Soil self-
weight
Nc, Nq and Nγ → Terzaghi’s Bearing Capacity Factors
→ Depend upon friction angle (Φ) of soil.
3
 BNNDNcq qfcult '5.0'' 
TERZAGHI’S BEARING CAPACITY THEORY
4
Terzaghi (1943) developed the theory for continuous/strip
foundations (simplest, 2D problem).
 BNNDNcq qfcult '5.0'' 
Contribution of:
Shear
strength
Surcharge
Soil self-
weight
 sBNNDsNcq qfccult '5.0'' 
General form of Terzaghi’s Bearing Capacity Theory
sc and sγ → shape factors
TERZAGHI’S BEARING CAPACITY THEORY
5
Practice Problem #1
7
Practice Problem #2
9
CONCLUDED
REFERENCE MATERIAL
Foundation Analysis and Design (5th Edition)
Joseph E. Bowles
Chapter #4
Principles of Geotechnical Engineering (7th Edition)
Braja M. Das
Chapter #16

Más contenido relacionado

La actualidad más candente

Geotechnical Engineering-II [Lec #13: Elastic Settlements]
Geotechnical Engineering-II [Lec #13: Elastic Settlements]Geotechnical Engineering-II [Lec #13: Elastic Settlements]
Geotechnical Engineering-II [Lec #13: Elastic Settlements]Muhammad Irfan
 
Bearing capacity of shallow foundations by abhishek sharma
Bearing capacity of shallow foundations by abhishek sharma Bearing capacity of shallow foundations by abhishek sharma
Bearing capacity of shallow foundations by abhishek sharma ABHISHEK SHARMA
 
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]Muhammad Irfan
 
Determination of Immediate Settlement
Determination of Immediate Settlement Determination of Immediate Settlement
Determination of Immediate Settlement Suez Halder
 
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]Geotechnical Engineering-II [Lec #7A: Boussinesq Method]
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]Muhammad Irfan
 
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...Make Mannan
 
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]Muhammad Irfan
 
Bearing Capacity of Shallow Foundation
Bearing Capacity of Shallow FoundationBearing Capacity of Shallow Foundation
Bearing Capacity of Shallow FoundationArbaz Kazi
 
Lecture 1. bearing capacity of soil
Lecture 1. bearing capacity of soilLecture 1. bearing capacity of soil
Lecture 1. bearing capacity of soilhusseinhadi2
 
Lecture 7 stress distribution in soil
Lecture 7 stress distribution in soilLecture 7 stress distribution in soil
Lecture 7 stress distribution in soilDr.Abdulmannan Orabi
 
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #3: Direct Shear Test)
Geotechnical Engineering-II [Lec #3: Direct Shear Test)Geotechnical Engineering-II [Lec #3: Direct Shear Test)
Geotechnical Engineering-II [Lec #3: Direct Shear Test)Muhammad Irfan
 
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...Make Mannan
 
Geotechnical Engineering-II [Lec #26: Slope Stability]
Geotechnical Engineering-II [Lec #26: Slope Stability]Geotechnical Engineering-II [Lec #26: Slope Stability]
Geotechnical Engineering-II [Lec #26: Slope Stability]Muhammad Irfan
 
Class 6 Shear Strength - Direct Shear Test ( Geotechnical Engineering )
Class 6    Shear Strength - Direct Shear Test ( Geotechnical Engineering )Class 6    Shear Strength - Direct Shear Test ( Geotechnical Engineering )
Class 6 Shear Strength - Direct Shear Test ( Geotechnical Engineering )Hossam Shafiq I
 

La actualidad más candente (20)

Geotechnical Engineering-II [Lec #13: Elastic Settlements]
Geotechnical Engineering-II [Lec #13: Elastic Settlements]Geotechnical Engineering-II [Lec #13: Elastic Settlements]
Geotechnical Engineering-II [Lec #13: Elastic Settlements]
 
Bearing capacity of shallow foundations by abhishek sharma
Bearing capacity of shallow foundations by abhishek sharma Bearing capacity of shallow foundations by abhishek sharma
Bearing capacity of shallow foundations by abhishek sharma
 
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]
Geotechnical Engineering-II [Lec #23: Rankine Earth Pressure Theory]
 
Determination of Immediate Settlement
Determination of Immediate Settlement Determination of Immediate Settlement
Determination of Immediate Settlement
 
Slope stability
Slope stabilitySlope stability
Slope stability
 
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]Geotechnical Engineering-II [Lec #7A: Boussinesq Method]
Geotechnical Engineering-II [Lec #7A: Boussinesq Method]
 
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
Bearing capacity theory is code ,vesic ,hansen, meyerhof, skemptons( usefulse...
 
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]
Geotechnical Engineering-II [Lec #6: Stress Distribution in Soil]
 
05 chapter 6 mat foundations
05 chapter 6 mat foundations05 chapter 6 mat foundations
05 chapter 6 mat foundations
 
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]
Geotechnical Engineering-II [Lec #5: Triaxial Compression Test]
 
Bearing Capacity of Shallow Foundation
Bearing Capacity of Shallow FoundationBearing Capacity of Shallow Foundation
Bearing Capacity of Shallow Foundation
 
Lecture 1. bearing capacity of soil
Lecture 1. bearing capacity of soilLecture 1. bearing capacity of soil
Lecture 1. bearing capacity of soil
 
Soil slope stability
Soil slope stabilitySoil slope stability
Soil slope stability
 
Lecture 7 stress distribution in soil
Lecture 7 stress distribution in soilLecture 7 stress distribution in soil
Lecture 7 stress distribution in soil
 
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]
Geotechnical Engineering-II [Lec #24: Coulomb EP Theory]
 
Foundation Engineering
Foundation EngineeringFoundation Engineering
Foundation Engineering
 
Geotechnical Engineering-II [Lec #3: Direct Shear Test)
Geotechnical Engineering-II [Lec #3: Direct Shear Test)Geotechnical Engineering-II [Lec #3: Direct Shear Test)
Geotechnical Engineering-II [Lec #3: Direct Shear Test)
 
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...
Numerical problem bearing capacity terzaghi , group pile capacity (usefulsear...
 
Geotechnical Engineering-II [Lec #26: Slope Stability]
Geotechnical Engineering-II [Lec #26: Slope Stability]Geotechnical Engineering-II [Lec #26: Slope Stability]
Geotechnical Engineering-II [Lec #26: Slope Stability]
 
Class 6 Shear Strength - Direct Shear Test ( Geotechnical Engineering )
Class 6    Shear Strength - Direct Shear Test ( Geotechnical Engineering )Class 6    Shear Strength - Direct Shear Test ( Geotechnical Engineering )
Class 6 Shear Strength - Direct Shear Test ( Geotechnical Engineering )
 

Similar a Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]

Soil Bearing Capacity.pdf
Soil Bearing Capacity.pdfSoil Bearing Capacity.pdf
Soil Bearing Capacity.pdftheceeshops
 
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]Muhammad Irfan
 
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdflecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf2cd
 
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]Muhammad Irfan
 
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...Ijripublishers Ijri
 
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]Muhammad Irfan
 

Similar a Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation] (6)

Soil Bearing Capacity.pdf
Soil Bearing Capacity.pdfSoil Bearing Capacity.pdf
Soil Bearing Capacity.pdf
 
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]
Geotechnical Engineering-II [Lec #14: Timoshenko & Goodier Method]
 
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdflecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf
lecturenote_1463116827CHAPTER-II-BEARING CAPACITY OF FOUNDATION SOIL.pdf
 
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]
Geotechnical Engineering-II [Lec #8: Boussinesq Method - Rectangular Areas]
 
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...
DESIGN AND ANALYSIS OF EARTH-QUAKE RESISTANT FOR MULTI-STORIED BUILDING ON A ...
 
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]
Geotechnical Engineering-II [Lec #22: Earth Pressure at Rest]
 

Más de Muhammad Irfan

Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]
Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]
Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)Muhammad Irfan
 
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]Muhammad Irfan
 
Geotechnical Engineering-II [Lec #0: Course Material]
Geotechnical Engineering-II [Lec #0: Course Material]Geotechnical Engineering-II [Lec #0: Course Material]
Geotechnical Engineering-II [Lec #0: Course Material]Muhammad Irfan
 
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Muhammad Irfan
 
Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Muhammad Irfan
 
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]Muhammad Irfan
 

Más de Muhammad Irfan (14)

Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]
Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]
Geotechnical Engineering-II [Lec #28: Finite Slope Stability Analysis]
 
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
Geotechnical Engineering-II [Lec #25: Coulomb EP Theory - Numericals]
 
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)
Geotechnical Engineering-II [Lec #20: WT effect on Bearing Capcity)
 
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]
Geotechnical Engineering-II [Lec #15 & 16: Schmertmann Method]
 
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
Geotechnical Engineering-II [Lec #12: Consolidation Settlement Computation]
 
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
Geotechnical Engineering-II [Lec #9+10: Westergaard Theory]
 
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]
Geotechnical Engineering-II [Lec #7: Soil Stresses due to External Load]
 
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]
Geotechnical Engineering-II [Lec #4: Unconfined Compression Test]
 
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]
Geotechnical Engineering-II [Lec #2: Mohr-Coulomb Failure Criteria]
 
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]
Geotechnical Engineering-II [Lec #1: Shear Strength of Soil]
 
Geotechnical Engineering-II [Lec #0: Course Material]
Geotechnical Engineering-II [Lec #0: Course Material]Geotechnical Engineering-II [Lec #0: Course Material]
Geotechnical Engineering-II [Lec #0: Course Material]
 
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
Geotechnical Engineering-I [Lec #29: Soil Exploration - II]
 
Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]Geotechnical Engineering-I [Lec #28: Soil Exploration]
Geotechnical Engineering-I [Lec #28: Soil Exploration]
 
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]
Geotechnical Engineering-I [Lec #27A: Flow Calculation From Flow Nets]
 

Último

Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best ServiceTamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Servicemeghakumariji156
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.Kamal Acharya
 
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power PlayStandard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power PlayEpec Engineered Technologies
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationBhangaleSonal
 
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwait
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills KuwaitKuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwait
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwaitjaanualu31
 
AIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech studentsAIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech studentsvanyagupta248
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdfKamal Acharya
 
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEGEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEselvakumar948
 
Work-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptxWork-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptxJuliansyahHarahap1
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptxJIT KUMAR GUPTA
 
School management system project Report.pdf
School management system project Report.pdfSchool management system project Report.pdf
School management system project Report.pdfKamal Acharya
 
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxSCMS School of Architecture
 
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Arindam Chakraborty, Ph.D., P.E. (CA, TX)
 
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptxOrlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptxMuhammadAsimMuhammad6
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Call Girls Mumbai
 
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments""Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"mphochane1998
 
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadkiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadhamedmustafa094
 
Verification of thevenin's theorem for BEEE Lab (1).pptx
Verification of thevenin's theorem for BEEE Lab (1).pptxVerification of thevenin's theorem for BEEE Lab (1).pptx
Verification of thevenin's theorem for BEEE Lab (1).pptxchumtiyababu
 

Último (20)

Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best ServiceTamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
Tamil Call Girls Bhayandar WhatsApp +91-9930687706, Best Service
 
Employee leave management system project.
Employee leave management system project.Employee leave management system project.
Employee leave management system project.
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 
Standard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power PlayStandard vs Custom Battery Packs - Decoding the Power Play
Standard vs Custom Battery Packs - Decoding the Power Play
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
 
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwait
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills KuwaitKuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwait
Kuwait City MTP kit ((+919101817206)) Buy Abortion Pills Kuwait
 
Integrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - NeometrixIntegrated Test Rig For HTFE-25 - Neometrix
Integrated Test Rig For HTFE-25 - Neometrix
 
AIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech studentsAIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech students
 
Online electricity billing project report..pdf
Online electricity billing project report..pdfOnline electricity billing project report..pdf
Online electricity billing project report..pdf
 
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLEGEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
GEAR TRAIN- BASIC CONCEPTS AND WORKING PRINCIPLE
 
Work-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptxWork-Permit-Receiver-in-Saudi-Aramco.pptx
Work-Permit-Receiver-in-Saudi-Aramco.pptx
 
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
COST-EFFETIVE  and Energy Efficient BUILDINGS ptxCOST-EFFETIVE  and Energy Efficient BUILDINGS ptx
COST-EFFETIVE and Energy Efficient BUILDINGS ptx
 
School management system project Report.pdf
School management system project Report.pdfSchool management system project Report.pdf
School management system project Report.pdf
 
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
 
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
 
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptxOrlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
 
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
Bhubaneswar🌹Call Girls Bhubaneswar ❤Komal 9777949614 💟 Full Trusted CALL GIRL...
 
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments""Lesotho Leaps Forward: A Chronicle of Transformative Developments"
"Lesotho Leaps Forward: A Chronicle of Transformative Developments"
 
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadkiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
 
Verification of thevenin's theorem for BEEE Lab (1).pptx
Verification of thevenin's theorem for BEEE Lab (1).pptxVerification of thevenin's theorem for BEEE Lab (1).pptx
Verification of thevenin's theorem for BEEE Lab (1).pptx
 

Geotechnical Engineering-II [Lec #18: Terzaghi Bearing Capacity Equation]

  • 1. 1 Geotechnical Engineering–II [CE-321] BSc Civil Engineering – 5th Semester by Dr. Muhammad Irfan Assistant Professor Civil Engg. Dept. – UET Lahore Email: mirfan1@msn.com Lecture Handouts: https://groups.google.com/d/forum/geotech-ii_2015session Lecture # 18 10-Nov-2017
  • 2. 2 TERZAGHI’S BEARING CAPACITY THEORY Terzaghi (1943) developed the theory for continuous/strip foundations (simplest, 2D problem).  BNNDNcq qfcult '5.0''  Contribution of: Shear strength Surcharge Soil self- weight Nc, Nq and Nγ → Terzaghi’s Bearing Capacity Factors → Depend upon friction angle (Φ) of soil.
  • 3. 3  BNNDNcq qfcult '5.0''  TERZAGHI’S BEARING CAPACITY THEORY
  • 4. 4 Terzaghi (1943) developed the theory for continuous/strip foundations (simplest, 2D problem).  BNNDNcq qfcult '5.0''  Contribution of: Shear strength Surcharge Soil self- weight  sBNNDsNcq qfccult '5.0''  General form of Terzaghi’s Bearing Capacity Theory sc and sγ → shape factors TERZAGHI’S BEARING CAPACITY THEORY
  • 7. 9 CONCLUDED REFERENCE MATERIAL Foundation Analysis and Design (5th Edition) Joseph E. Bowles Chapter #4 Principles of Geotechnical Engineering (7th Edition) Braja M. Das Chapter #16