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Pertemuan 05 Daya Dukung Tanah

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1 Pertemuan 05 Daya Dukung Tanah
Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1 Pertemuan 05 Daya Dukung Tanah

2 Shallow Foundations Bearing Capacity
The problems of soil mechanics can be divided into two principal groups - stability problems and elasticity problems - Karl Terzaghi, 1943

3 Karl Terzaghi (1883-1963) Father of modern soil mechanics
Born in Prague, Czechoslovakia Wrote “Erdbaumechanick” in 1925 Taught at MIT ( ) Taught at Harvard (1938 and after)

4 Karl Terzaghi at Harvard, 1940

5 Bearing Capacity Failure; Fargo Grain Elevator, N. Dakota

6 Transcosna Grain Elevator, Canada Oct. 18, 1913
West side of foundation sank 24-ft

7 Stability Problem Bearing Capacity Failure
Bearing Capacity Analysis How do we estimate the maximum bearing pressure that the soil can withstand before failure occurs?

8 Bearing Capacity Failures
Types/Modes of Failure general shear failure local shear failure punching shear failure

9 General Shear Failure

10 Punching Shear Failure

11 Model Tests by Vesic (1973)

12 General Guidelines Footings in clays - general shear
Footings in Dense sands ( > 67%) -general shear Footings in Loose to Medium dense (30%< < 67%) - Local Shear Footings in Very Loose Sand ( < 30%) punching shear

13 Bearing Capacity Formulas

14 Terzaghi Bearing Capacity Formulas

15 Terzaghi Bearing Capacity Formulas
For Continuous foundations: For Square foundations: For Circular foundations:

16 Bearing Capacity Factors

17 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


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