what is difference between active and passive earth
pressure. how it effect the retaining wall design ?
Answers were Sorted based on User's Feedback
Answer / m. velmohan
Active earth pressure: In this case soil is fully active.
i.e., soil is giving the pressure to the wall.
Passive earth pressure: In this case wall is fully active.
i.e., wall is giving the pressure to the soil.
Effect:
Active case: the wall is move away from the earth fill
Passive case: the wall is vice-verse to the active case
| Is This Answer Correct ? | 93 Yes | 15 No |
Answer / sindhuja priyadarshini
In active state expansion of soil takes place where in passive state contraction of soil takes place.
| Is This Answer Correct ? | 27 Yes | 4 No |
Answer / sandip
Active earth pressure:
When the wall moves away from the backfill, there is a decrease in the pressure on the wall and this decrease continues untill a minimum value is reaceh after which their is no reduction in the pressre and the value will become constant. This kind of pressure is known as active earth pressure.
Passive earth pressure:
When the wall moves towards the backfill, there is an increase in the pressure on the wall and this increase continues untill a maximum value is reaceh after which their is no increase in the pressre and the value will become constant. This kind of pressure is known as passive earth pressure.
This means that when the wall is about to slip due to lateral thrust from the backfill, a resistive force is applied by the soil in front of the wall.
| Is This Answer Correct ? | 22 Yes | 1 No |
Answer / bharat kumar yadav
when the wall moves away from the backfill there is a decrease in the pressure on the wall minimum value will become constant is called Active earth pressure
| Is This Answer Correct ? | 0 Yes | 1 No |
How we can calculate the quantity of sand, & cement, & also aggregate for a slab. Length 25'/3.28 = 7.62 Mtr width 20'/3.28 = 6.09 Mtr depth 6" /3.28 = 0.152 Mtr
types of piles?
we are use us steel in PQC road
How to calculate quanty of steel in four leg stirrups?
How to defind P.C.C. mix design according ratio & IS coad
afe or not
what is the development length?
why red bricks & cinders used in toilet sunken filling. if coarse aggreate used wat the probelem
Can we weld hot rolled steel ASTM A615 ? Please Give the detail answer please thanks alot
relation bet Coefficient consolidation Cv, time factor Tv, drainage path d, & time t is Cv=d2Tv/t Cv=d2t/Tv Cv=tTv/d2 Cv=Tv/td2
how much quantity a skilled labour and unskilled does Pcc per day, if ratio is(1:2:4)
In foundation design, while we do the base pressure check, we normally check if the attained pressure value is less than the GROSS BEARING CAPACITY of the soil which is the sum of net bearing capacity of soil and the overburden pressure. Actually, the overburden pressure acts against the net bearing capacity of the soil and I feel that we are actually increasing the bearing capacity value and doing the check. I feel that this is NOT right. Please clarify on this.
Civil Engineering (5086)
Mechanical Engineering (4456)
Electrical Engineering (16639)
Electronics Communications (3918)
Chemical Engineering (1095)
Aeronautical Engineering (239)
Bio Engineering (96)
Metallurgy (361)
Industrial Engineering (259)
Instrumentation (3014)
Automobile Engineering (332)
Mechatronics Engineering (97)
Marine Engineering (124)
Power Plant Engineering (172)
Textile Engineering (575)
Production Engineering (25)
Satellite Systems Engineering (106)
Engineering AllOther (1379)