ti - 1 - daya dukung tanah

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Daya dukung tanah (bearing capacity) Kuliah-1 (CES 31017) T.Ilyas

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Page 1: TI - 1 - Daya Dukung Tanah

Daya dukung tanah (bearing capacity)

Kuliah-1 (CES 31017)T.Ilyas

Page 2: TI - 1 - Daya Dukung Tanah

Bahan referensiBraja M Das, Principal of Geotechnical Engineering, fourth edition, PWS Publishing Company, 1998, BostonMuni Budu, Soil Mechanics and Foundations, 2nd

edition, John Wiley & Sons, 2007, USABouwles, Foundation Analysis and design, 5th edition, Mc Graw-Hill, 1997 R.F. Craig, Soil Mechanics, (English & terjemahanProf.Dr.Ir Budi S Supandji)Cernica, J.N., Soil Mechanics, John Wiley & Sons,1995Holtz, R.D., Kovacs, W.D., An introduction to Geotechnical Engineering, Prentice Hall, N.J., 1981

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Penilaian (grader)

UTS 30%UAS 30%Tugas/responsi 10%Praktikum 30%

Tugas diberikan melalui SCeLE (Student Center e-Learning Environment) ditambah tugas responsi.

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Bearing capacity

The lower part of a structure is generally referred to foundation.Its function is to transfer the load throught out the soil without overstressing the soil

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Allowable bearing capacity (qa )

Defined as the maximum pressure that may be applied to the soil that 2 fundamental requirement are satisfied

1. the factor of safety with respect to shear failure of the supporting soil must be adequate2. the settlement of the foundation should be tolerable

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Ultimate bearing capacity (qu )

Defined as the least pressure that will cause complete shear value of the soil in the vicinity of the foundation

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Failure mechanism

General shear

Local shear

Punching shear

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General and local shear failure

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Terzhagi’s (1943) bearing capacity (general shear)

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Terzaghi’s bearing capacity capacity factors (general shear)

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Effect of ground water table

q = γ

Df

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Factor of safety (Fs

)

Definition of allowable bearing capacity:Gross allowable bearing capacity

Net allowable bearing capacity

whrere q= γ

Df

hence

Gross allowable bearing capacity with factor of safety respect to shear value

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Good practice used

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Bearing Capacity examplesA continous footing is shown below. Using Terzaghi’s bearing capacity factors, determine qall per unit area that footing can support. Take safety factor of 3.

q = γ

D

Bearing cap factorNc , Nq , N γ

from Terzagi’s

table