Question

Find active and passive lateral earth pressure for a retaining wall with height of 12m. It...

Find active and passive lateral earth pressure for a retaining wall with height of 12m. It supports a 2 layers sandy soil with water level at 5m below ground surface.

The first layer is 4m and has γ =16KN/m3 and Φ = 25o

The second layer is 10m and has γ =18KN/m3 and Φ = 35o.

Homework Answers

Know the answer?
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Not the answer you're looking for?
Ask your own homework help question
Similar Questions
A retaining wall is 7.25m high. The soil supported consists of 4.5m sand (ɤ = 17.5kN/m3,...
A retaining wall is 7.25m high. The soil supported consists of 4.5m sand (ɤ = 17.5kN/m3, ɸ=35o) overlying saturated sandy clay (ɤ=19.2kN/m3, ɸ=30o, c=16.6kN/m2). The ground water level is at the upper surface of the sandy clay. Calculate the pressure distribution at different heights and make a sketch of the distribution of active pressure on the wall stating the principal values.
For the 8m high retaining wall, the top layer is sand with internal friction angle Ø=25°...
For the 8m high retaining wall, the top layer is sand with internal friction angle Ø=25° and unit weight is 18.2 kN/m3 and the bottom layer is gravel with internal friction angle Ø=33° and unit weight is 21.8 kN/m3 . There is no cohesion in both of the soil layers. Calculate the thrust per meter length of the wall Pa and draw the lateral earth pressure diagram.
a five meter retaining wall has to retain backfill of sandy soil having a unit weight...
a five meter retaining wall has to retain backfill of sandy soil having a unit weight 18.2 kn/m3 and angle of internal friction 32 degree,the surface of the backfill in inclined at an angle of 10 degree to the horizontal determine:the magnitude and point of application of the active thrust on the wall,draw a diagram of given situation ,and determine total active earth pressure acting with vertical or with horizontal.
Determine the total force per unit length acting on a 3.6 m high retaining wall. The...
Determine the total force per unit length acting on a 3.6 m high retaining wall. The soil that is backfilled level behind the wall is a granular soil with a total unit weight of 18.4 kN/m3 and a saturated unit weight of 19.5 kN/m3. The at-rest earth pressure coefficient for the soil is 0.47. The water table is expected to raise to a depth of 2.5 below the ground surface. A surcharge of 59 kPa is applied above the soil...
Determine the total force per unit length acting on a 4.8 m high retaining wall. The...
Determine the total force per unit length acting on a 4.8 m high retaining wall. The soil that is backfilled level behind the wall is a granular soil with a total unit weight of 18.2 kN/m3 and a saturated unit weight of 19.6 kN/m3. Use an at-rest earth pressure coefficient for the soil which has an internal angle of friction of 26 degrees. The water table is expected to rest at a depth of 1.5 below the ground surface. Report...