jdmm
Geotechnical
- Jan 9, 2003
- 111
I am building a house in Mexico near the beach. The soil profile consists of fine silty sand to sandy silt in the upper 3 feet over loose medium sand to silty sand that extends to 6 feet where the sand is salt cemented probably from tidal fluctuations. I have noticed that masonry blocks deteriorate quickly when laid on footings in the surficial soil. I am replacing the upper 3 feet of soil with imported sand (compacted to 100%ASTM D698) and founding the footings on the top of the sand. I have recommendations from a Mexican geotechnical engineer to do either:
1. Spread 2kg/m2 lime on the bottom of the excavation and irrigate for three days, or
2. Place a pvc liner on the subgrade before placing the fill.
I was under the impression that sea salt was not a problem for concrete. The site is desert and I don't know if there are other salts such as sulphates. I don't know what the purpose of the lime would be, does anybody have any idea?
1. Spread 2kg/m2 lime on the bottom of the excavation and irrigate for three days, or
2. Place a pvc liner on the subgrade before placing the fill.
I was under the impression that sea salt was not a problem for concrete. The site is desert and I don't know if there are other salts such as sulphates. I don't know what the purpose of the lime would be, does anybody have any idea?