80smetalfm
Geotechnical
- May 29, 2006
- 30
I have to come up with a prelim design of a 250 meter long retaining wall. Before answering this question i would like everyone to know the wall is to be built in a developing country with a very low budget. Details as follows:
- height of wall is 2.5m maximum
- uphill slope = 0 degrees
- downhill slope = 25 degrees
- a chainlink with barbwire fence is to be built along wall
- area has a 5 year rainfall intensity of 200mm/hr!(tropic)
- angle of internal friction is 35 degrees
- treated timber not available in country
- segmental blocks not readily available in country
Help!!
- height of wall is 2.5m maximum
- uphill slope = 0 degrees
- downhill slope = 25 degrees
- a chainlink with barbwire fence is to be built along wall
- area has a 5 year rainfall intensity of 200mm/hr!(tropic)
- angle of internal friction is 35 degrees
- treated timber not available in country
- segmental blocks not readily available in country
Help!!