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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

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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