Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion
Discussion Forum : Soil Mechanics and Foundation Engineering - Section 2 (Q.No. 33)
33.
The equation τ = C + σ tan φ is given by
Discussion:
6 comments Page 1 of 1.
Soona paana said:
4 years ago
The total shear strength of a soil mass (T f ) is thus given by Coulomb's equation.
t = C + σ tanφ.
Where σ = effective vertical stress.
C = cohesion,
φ = angle of internal friction of soil.
So, the ans is coulomb.
t = C + σ tanφ.
Where σ = effective vertical stress.
C = cohesion,
φ = angle of internal friction of soil.
So, the ans is coulomb.
Pashtun said:
7 years ago
It Means the factors of shearing strength are due to cohesion and friction.
Engr Pashtun said:
7 years ago
Mohr–Coulomb theory is a mathematical model describing the response of brittle materials such as concrete, or rubble piles, to shear stress as well as normal stress.
Sangeetha said:
8 years ago
It is Coulomb because Mohr gave eq S=f(σ)
which was later developed by Coulomb as s=c+sigma tan φ
So this theory is generally referred as mohr coloumbs theory.
which was later developed by Coulomb as s=c+sigma tan φ
So this theory is generally referred as mohr coloumbs theory.
Sumeet kulkarni said:
8 years ago
τ = C + σ tanΠ or s = C + σtanΠ is given by moors not a Columb.
So, it is [D]. Mohr.
So, it is [D]. Mohr.
Murali said:
8 years ago
I think Both B and D correct.
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