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Pertemuan 05 Daya Dukung Tanah
Matakuliah : S2094 / Rekayasa Pondasi Tahun : 2005 Versi : 1.1 Pertemuan 05 Daya Dukung Tanah
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Shallow Foundations Bearing Capacity
The problems of soil mechanics can be divided into two principal groups - stability problems and elasticity problems - Karl Terzaghi, 1943
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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)
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Karl Terzaghi at Harvard, 1940
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Bearing Capacity Failure; Fargo Grain Elevator, N. Dakota
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Transcosna Grain Elevator, Canada Oct. 18, 1913
West side of foundation sank 24-ft
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Stability Problem Bearing Capacity Failure
Bearing Capacity Analysis How do we estimate the maximum bearing pressure that the soil can withstand before failure occurs?
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Bearing Capacity Failures
Types/Modes of Failure general shear failure local shear failure punching shear failure
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General Shear Failure
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Punching Shear Failure
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Model Tests by Vesic (1973)
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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
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Bearing Capacity Formulas
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Terzaghi Bearing Capacity Formulas
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Terzaghi Bearing Capacity Formulas
For Continuous foundations: For Square foundations: For Circular foundations:
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Bearing Capacity Factors
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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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