Earl and the Aboveground Storage Tank Forum for fuel tanks, plastic tanks, fuel oil storage tanksWelcome to the aboveground storage tank forum, a bulletin board dedicated to tanks, fuel tanks, plastic tanks, fuel storage tanks, and above ground storage tanks (AST) API650, API653 & UL142 aboveground storage tanks (AST) and chemical plastic tanks. Remember the forum is made up of volunteers from experts to beginners. Unfortunately, we cannot allow free commercialism that promotes products, services, or sites.
 
Sponsored by:
Contact us about advertising

ring wall construction

From: rober cruz [1029] 0 Stars
Date: Monday, January 30, 2012
Time: 3:58:46 PM
Remote Name: 200.46.119.221

Comments

Gentlemen:

We did soil study and found 40 000 KGS/MT2 @ deep 1.50 mts. We are made the excavation and we are get the 1.50 mts.

The structural designer calculate the ring wall for this capacity of the soil. Our question is? if necessary do soil test or compaction the soil for proceed with the ring wall.

Regards
Rober Cruz

Silver Star Sponsors
    Tutorial on Pressure Vessel Safety Awareness        AIS Forensic Testing Laboratory Steel Making Tutorial Industrial Training School | Little Smokey's Bookstore at AIS Engineering Books | ASR Search Engine | Steam and Power Forum
Want to Advertise on the AST Forum
Confidentiality, Disclaimer & Policy
Copyright 2001-2012
All Rights Reserved; AST-FORUM.COM
Valid XHTML 1.0 Transitional