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1. [Towertalk] RE: Hit water digging hole - advice? (score: 1): Author: mnewman@clear.net.nz (Mike Newman); Date: Wed, 10 Jul 2002 10:23:53 +1200; Never freefall concrete into standing water, and never place any structural concrete into flowing water. The problem with pouring free-falling concrete into water is that the cement paste in the mix; /archives//html/Towertalk/2002-07/msg00236.html (9,128 bytes)
2. [Towertalk] RE: Hit water digging hole - advice? (score: 1): Author: ac7nj@bentonrea.com (ac7nj@bentonrea.com); Date: Tue, 9 Jul 2002 15:54:34 -0700; Mike, Don't forget the size of the project: The size of the footing; The distance of the free fall; can't free fall concrete too far any way (again it separates) The mass of the water; is there enoug; /archives//html/Towertalk/2002-07/msg00237.html (10,577 bytes)
3. [Towertalk] RE: Hit water digging hole - advice? (score: 1): Author: k4oj@tampabay.rr.com (Jim White); Date: Tue, 9 Jul 2002 19:23:43 -0400; Mike, I appreciate your zeal but for a hole which is a couple meters on a side tops it sounds like you are engineering for the rebuild of the World Trade Center! I tend to overengineer myself but in; /archives//html/Towertalk/2002-07/msg00241.html (11,022 bytes)

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