Interested to Buy Any Domain ? << Click Here >> for more details...
state the functional requirement of a retaining wall
- 5 Answers
- 18345 Views
- I also Faced
- E-Mail Answers
Answer Posted / narendra
A retaining wall is a structure that holds back soil or
rock from a building, structure or area. Retaining walls
prevent downslope movement or erosion and provide support
for vertical or near-vertical grade changes. Cofferdams and
bulkheads, structures that hold back water, are sometimes
also considered retaining walls.
| Is This Answer Correct ? | 14 Yes | 5 No |
Post New Answer View All Answers
for pretensioning which will yield first and same for post tensioning?
Dear sir, i want to NBCC & NTPC previous exam papers email Id : madhu_bingi@yahoo.co.in
what do you understand by M25 concrete
What is the amount of work done by a carpenter, bar Bender and plaster Mason in interior and exterior plaster
Can anyone tell me the sequence of the activities in a drawing room, kitchen & Toilet including civil work, finishing, electrical & plumbing fittings
sir tell me the formula for calculating the volume of 380mm dia double under reamed pile of 4.0 mts depth.
In case if concrete box girder bridges how is the number of cells determined?
what is the construction cost for per cft of multistorryed building in kolkata?
what is diversion?
What is the use of array command?
Why was the empire state building made of steel?
How many feet are in 4 square yards?
Hi my name is Binyam and I'm a 7th grader at Mayfield Woods Middle school. I decided to research civil engineering as my career and i need to know a few thing about your profession. What is your daily routine? What are some advantages and things you like about your job? What are some disadvantages What is the hardest thing you have done? What education have you gone through to become a civil engineer? How long is your work day? What is your work environment like? What is your salary? What made you want to become an engineer? What tools do you you use? Thank you for answering my questions
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
Analyze the rate for 1st class brick work in superstructure with 1:6 cement sand mortar. Consider 1000 cu.ft quantity and work out the rate per cu.ft
