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 7 of 8.

VIMAL SINGH PATEL said:   8 years ago
No, the friction coefficient of THE homogeneous soil is constant so is proportional ON height.

Ankur Tomar said:   8 years ago
Lateral earth pressure is horizontal earth pressure.

We know k is lateral pressure/vertical pressure;
K= 1- sin(fi) /1+sin(fi)
Where fi is angle of internal friction.
Kwh is pressure intensity.
And o.5kwh2 is total pressure per metre length.
Hence lateral pressure proportional to the angle of internal friction.

Santhoshkumar said:   8 years ago
I think B is correct because the lateral pressure is depends on height or point of application of pressure on the retaining wall.

Avinash k k said:   8 years ago
In the question they asked lateral earth pressure not total pressure so, pressure p=co-efficient (k) *vertical stress (unit weight of soil (&gama;) * depth of soil).

From this equation, Pressure P is proportional to both K and depth of soil. Hence option B and D are correct.

Ranjan patra said:   9 years ago
C is right because lateral pressure means here total pressure.

Javed said:   9 years ago
It depends upon internal friction (because "ka" depends upon the angle of int friction) +it is proportional to square of depth, so both are right.

Baloch said:   9 years ago
lateral E.P = h^2.

The answer is C.

Komal joshi said:   9 years ago
@Karan Panjabi.

Your formula is for total force not for pressure and formula for pressure is k * w * h.

Madhu said:   9 years ago
I think B is the right answer.

Karan Panjabi said:   9 years ago
The Correct option is C.
Because P = 0.5 * kwh^2 , so there is no relation with the internal friction.


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