QUESTION: Design a RCC retaining wall to retain earth up to a height of 15’. Base of the footing is to be placed 3’ below NSL. Soil has density of . Angle of internal friction of soil is
. Earth surface that is to be retained is
horizontal. Take Use
.
SOLUTION: Given that,
STEP 1 ASSUMPTION OF SIZES:
STEP 2 DESIGN OF STEM: i. Calculation Of Soil Pressure:
ii. Moment & Reinforcement Calculation:
iii.Selection of bars & spacing: Vertical Reinforcement On front face of wall:
Temperature & Shrinkage Steel:
iv. Check for shear:
v. Capacity of Section:
STEP 3 CURTAILMENT OF BARS: Bars are curtailed from top where B.M is
According to ACI code, the following value should be added in the curtailed value of steel, • •
• •
Maximum of above three values is selected, i.e. 12” is selected. So, Curtailment from top.
,
PLAN & SECTION
According to ACI code provide main steel on the side where there is no loading & provide same temperature and shrinkage steel on load bearing side.
Step 4
STABILITY CHECKS: There are three stability checks,
i.
Check For Overturning Moment
Sr. # 01 02 03 04
If this check is not OK then increase the thickness of toe, heel or stem as per requirement.
1 produces overturning moment & 2, 3 and 4 produces resisting moments.
ii. Check For Sliding Force:
Here is the coefficient of friction between soil and earth and its value lies between 0.3-0.45.
So we have to provide key under the base.
Key can be provided in different states as shown below,
Design of Key:
iii. Check For Bearing Capacity Of Soil:
If this check is not OK then increase the length of base “B”
If this check is not OK then increase “B”.
STEP 5 DESIGN OF TOE & HEEL:
i. Design Of Toe:
Taking moment about junction of toe and stem.
Selection of bars & spacing:
ii. Design of heel: Taking moment about junction of heel and stem,
Neglecting moment produced due to stresses. It will make our structure safer because it works as a FOS.
Selection of bars & spacing:
Temperature & Shrinkage Steel:
DETAILS OF STEEL IN TOE & HEEL