Civil Engineering - Soil Mechanics and Foundation Engineering - Discussion

Discussion Forum : Soil Mechanics and Foundation Engineering - Section 1 (Q.No. 6)
6.
The lateral earth pressure on a retaining wall
is equal to mass of the soil retained
proportional to the depth of the soil
proportional to the square of the depth of the soil
proportional to the internal friction of the soil
none of these.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
Discussion:
71 comments Page 5 of 8.

Biswajit said:   9 years ago
There are two things one is pressure intensity and the other is total pressure. Intensity is proportional to the depth of soil and the total pressure is proportional to the square depth of soil.

Soumyashekhar said:   9 years ago
I think the option B is also the correct one.

Lateral Earth pressure p = k * w * z.

Bharatram mehar said:   9 years ago
But ranking theory not considered friction.

Only Coulomb theory considered friction.

So how can say that [D] answer right?

Atul said:   10 years ago
The lateral earth pressure act at h/3 from toe of the wall, and which is p = 0.5*kh^2* unit weight. So answer is C.

Bintu said:   10 years ago
Because the earth pressure coefficient is n also equal to 1-sin^2%/1+sin^2&.

Zatak said:   1 decade ago
p = kwh. So p is proportional to h directly. And k, that's (1-sinφ)/(1+sinφ).

How on the earth proportional to internal friction φ?

Jcr said:   9 years ago
I think the answer B is correct.

Prudhvi karri said:   1 decade ago
I think B and D are right because p = k*w*h, so p is proportional to depth and co-efficient of lateral earth pressure in this k = 1-sin (pi).

So k depends on internal friction then pis also directly proportional to internal friction.

Ankur said:   1 decade ago
Answer B is right because lateral pressure of the earth varies with the height of the soil.

Kishan said:   1 decade ago
As we know,

P = 0.5 kwh^2.

From above P is directly proportional to square of height. So I think option C is right.


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