| Mon Nov 03, 2014 | Post #1 | S L Gupta (Civil Engg)
Join date: Mar 2008 | Dear Mahesh
This can be under stand and calculated if plan and detail is available. I do not follow why land slide, this wall is in plain area are hill. What is meant by concert.
| | |
|
| Mon Nov 03, 2014 | Post #2 | Mahesh
Join date: Nov 2014 | Dear Gupta,
We building a Retaining Walls.There is a change of ground level between the land on either side of the wall in order to support the weight of the land retained on the higher side of the wall. The requirement for this extra strength of wall. Difference between higher and lower end of ground is 12 ft height.
I mean to say Concrete wall with pillars to support these wall.
Please suggest I can give more information | | |
|
| Mon Nov 03, 2014 | Post #3 | Purvi Panchal
Join date: Aug 2012 | You should make RCC wall, not brick wall. | | |
|
| Tue Nov 04, 2014 | Post #4 | Ashok
Join date: Nov 2014 |  Post subject: compound wall
Dear sir,
Better go for RCC Retaining wall designed by a structural Engineer.
In my project work; we built a retaining wall in the cellar floor of area
200'0" X 400'0". In that design there is a concealed column for every 12'0" length of wall. And important thing is; do not forget to provide 50mm or 75mm openings in the wall at 1'0" apart, which will be useful for drain off water on the other side of wall.
My suggestion is, Even it is not a low budget, Better go for RCC Retaining wall given by a structural Engineer.
All the Best.
| | |
|
| Tue Nov 04, 2014 | Post #5 | Mahesh
Join date: Nov 2014 | Thank you | | |
|
| Wed Nov 05, 2014 | Post #6 | SANJAY DUSANE
Join date: Jul 2014 | Dear please go through RCC DESIGN/ Get it from any RCC DESIGNER and dont go by design told by contractor | | |
|
|
Ground work-Construction Questions (39) | |
|
|