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Texas Tech University. Priyantha Jayawickrama, Ph.D. Associate Professor. Department of Civil and Environmental Engineering. Chapter 6: Bearing Capacity of Shallow Foundations. Shallow Foundations Bearing Capacity.

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Priyantha Jayawickrama, Ph.D. Associate Professor

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Priyantha jayawickrama ph d associate professor

Texas Tech University

Priyantha Jayawickrama, Ph.D.Associate Professor

Department of Civil and Environmental Engineering

Chapter 6:

Bearing Capacity of Shallow Foundations


Shallow foundations bearing capacity

Shallow Foundations Bearing Capacity

  • The problems of soil mechanics can be divided into two principal groups - stability problems and elasticity problems

    - Karl Terzaghi, 1943


Karl terzaghi 1883 1963

Karl Terzaghi (1883-1963)

  • Father of modern soil mechanics

  • Born in Prague, Czechoslovakia

  • Wrote “Erdbaumechanick” in 1925

  • Taught at MIT (1925-1929)

  • Taught at Harvard (1938 and after)


Karl terzaghi at harvard 1940

Karl Terzaghi at Harvard, 1940


Bearing capacity failure

Bearing Capacity Failure


Transcosna grain elevator canada oct 18 1913

Transcosna Grain Elevator Canada (Oct. 18, 1913)

West side of foundation sank 24-ft


Stability problem bearing capacity failure

Stability ProblemBearing Capacity Failure

  • Chapter 6. Bearing Capacity Analysis

  • How do we estimate the maximum bearing pressure that the soil can withstand before failure occurs?


Bearing capacity failures

Bearing Capacity Failures

Types/Modes of Failure

  • general shear failure

  • local shear failure

  • punching shear failure


General shear failure

General Shear Failure


Punching shear failure

Punching Shear Failure


Model tests by vesic 1973

Model Tests by Vesic (1973)


General guidelines

General Guidelines

  • Footings in clays - general shear

  • Footings in Dense sands ( Dr > 67%)

    -general shear

  • Footings in Loose to Medium dense

    (30%< Dr < 67%) - Local Shear

  • Footings in Very Loose Sand (Dr < 30%)-punching shear


Txdot project 0 5205 meeting

Bearing Capacity Formulas


Txdot project 0 5205 meeting

Terzaghi Bearing Capacity Formulas


Terzaghi bearing capacity formulas

Terzaghi Bearing Capacity Formulas

For Continuous foundations:

For Square foundations:

For Circular foundations:


Terzaghi bearing capacity factors

Terzaghi Bearing Capacity Factors


Txdot project 0 5205 meeting

Bearing Capacity Factors


Terzaghi bearing capacity formulas1

Terzaghi Bearing Capacity Formulas

  • D  B

  • No sliding between footing and soil

  • soil: a homogeneous semi-infinite mass

  • general shear failure

  • footing is very rigid compared to soil


Further developments

See Extra Handout

Further Developments

  • Skempton (1951)

  • Meyerhof (1953)

  • Brinch Hanson (1961)

  • De Beer and Ladanyi (1961)

  • Meyerhof (1963)

  • Brinch Hanson (1970)

  • Vesic (1973, 1975)


Vesic 1973 1975 formulas

Vesic (1973, 1975) Formulas

Shape factors….…Eq. 6.14, 6.15 and 6.16

Depth Factors …….Eq. 6.17, 6.18 and 6.19

Load Inclination Factors …. Eq. 6.20, 6.21 and 6.22

Base Inclinations factors .. Eq. 6.25 and 6.26

Ground Inclination Factors….Eq. 6.27 and 6.28

Bearing Capacity Factors ….Eq. 6.29, 6.30 and 6.31


Vesic formula shape factors

Vesic Formula Shape Factors


Vesic formula depth factors

Vesic Formula Depth Factors


Bearing capacity of shallow foundations

Bearing Capacity of Shallow Foundations

  • 6.3 Groundwater Effects

  • 6.4 Allowable Bearing Capacity

  • 6.5 Selection of Soil Strength Parameters

  • 6.6 Local & Punching Shear Cases

  • 6.7 Bearing Capacity on Layered Soils

  • 6.8 Accuracy of Bearing Capacity Analyses

  • 6.9 Bearing Capacity Spreadsheet


Groundwater table effect

Groundwater Table Effect


Groundwater table effect case i

Groundwater Table Effect; Case I

  • Modify′zD

  • Calculate ′ as follows:


Groundwater table effect case ii

Groundwater Table Effect; Case II

  • No change in′zD

  • Calculate ′ as follows:


Groundwater table effect case iii

Groundwater Table Effect; Case III

  • No change in′zD

  • No change in ′


Allowable bearing capacity

Allowable Bearing Capacity

  • ….. Allowable Bearing Capacity

  • F…. Factor of safety


Factor of safety

Factor of Safety

Depends on:

  • Type of soil

  • Level of Uncertainty in Soil Strength

  • Importance of structure and consequences of failure

  • Likelihood of design load occurrence


Txdot project 0 5205 meeting

Minimum Factor of Safety


Selection of soil strength parameters

Selection of Soil Strength Parameters

  • Use Saturated Strength Parameters

  • Use Undrained Strength in clays (Su)

  • Use Drained Strength in sands,

  • Intermediate soils that where partially drained conditions exist, engineers have varying opinions; Undrained Strength can be used but it will be conservative!


Accuracy of bearing capacity analysis

Accuracy of Bearing Capacity Analysis

  • In Clays …..Within 10% of true value (Bishop and Bjerrum, 1960)

  • Smaller footings in Sands…. Bearing capacity calculated were too conservative – but conservatism did not affect construction cost much

  • Large footings in Sands … Bearing capacity estimates were reasonable but design was controlled by settlement


Accuracy bearing capacity analysis

Accuracy; Bearing Capacity Analysis


Bearing capacity spreadsheet

Bearing Capacity Spreadsheet

  • Can be downloaded from http://www.prenhall.com/coduto

  • See Appendix B (page 848) for further instructions


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