The position of the backfill lying above the horizontal plane at the top of wall is called _________

← Prev Question Next Question →

1 Answer

Related questions

+1 vote

1 answer

The portion of backfill lying above a horizontal plane of wall is called ________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The wedge-shaped portion of the backfill tending to move with the wall is called _______

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

In active stress, the major principal stress σ1 acting on the wall will be in __________ plane.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The resultant active pressure per unit length of wall for dry backfill with no surcharge acting at _________ above the base of wall.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The material retained or supported by the retaining structure is called __________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The coefficient of earth pressure when the soil is at equilibrium is ___________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

What will be the co-efficient of passive earth pressure, at a depth of 8m in cohesion less soil sand with an angle of internal friction of 30° when the water rises to the ground level?

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

If a tension crack is developed at the top of wall to a depth Zo in cohesive soils, then the total net pressure is zero for a depth of _________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The computation of stress in plastic equilibrium is based on __________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The theory of plasticity pertaining to soils is based on ___________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

On designing retaining walls it is necessary to take care of __________ exerted by soil mass.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The plastic state of stress was proposed by ___________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

For the same value of φ, the backfill is partly submerged to height H2 and the backfill is moist to a depth H1. Find the lateral pressure intensity at the base of wall.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The water table is at the ground level and backfill has saturated unit weight as 22KN/m^3. The height of wall is 6m and Ka=\(\frac{1}{3}.\) Find the pressure intensity.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

If the backfill carries a uniform surcharge q, then the lateral pressure at the depth of wall H is ____________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The water table is at the ground level and backfill has saturated unit weight as 22KN/m^3. The height of wall is 6m and Ka=1/3. Find the pressure intensity, if free water stands on other face of wall.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

A backfill of a retaining wall consists of γ=19 kN/m^3 which is 6 m high. Find the total earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

For the different value of φ, the backfill is partly submerged to height H2 and the backfill is moist to a depth H1. Find the lateral pressure intensity at the base of wall for φ1>φ2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

A backfill of a retaining wall consists of γ=19 kN/m^3 which is 6 m high. Find the lateral earth pressure per meter length. Given coefficient of earth pressure at rest is 0.5.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

What will be the coefficient of earth pressure at rest for a rigid retaining wall, If the backfill consists of cohesion less soil having φ = 26°?

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

The tension at the top level of retaining wall reduces to zero at a depth ___________

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

Compute the active pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 300. The backfill has surcharge of 36 KN/m^2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

Compute the active pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 30°.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

Compute the passive pressure intensity when the backfill has unit weight of 18 KN/m^3 and height of wall is 6 m. The angle of internal friction is 300. The backfill has surcharge of 36 KN/m^2.

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

+1 vote

1 answer

Compute the passive pressure intensity when the backfill has unit weight of Ka=\(\frac{1}{3}\) and height of wall is 6 m. The coefficient of active earth pressure Ka=\(\frac{1}{3}.\)

asked Feb 8, 2022 in Geotechnical Engineering II by Amelia (93.7k points)

...