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A platform for research: civil engineering, architecture and urbanism
Controlled settling of tank foundations on weak soils
Construction of storage tanks of floating roof type, 140 ft in diam and 48 ft high, 131,000 bbl capacity, in tidal marshlands near mouth of Sacramento River, Calif; compacted fill and gradual loading eliminated need for piling, and saved $100,000 per tank.
Controlled settling of tank foundations on weak soils
Construction of storage tanks of floating roof type, 140 ft in diam and 48 ft high, 131,000 bbl capacity, in tidal marshlands near mouth of Sacramento River, Calif; compacted fill and gradual loading eliminated need for piling, and saved $100,000 per tank.
Controlled settling of tank foundations on weak soils
Petroleum Engr
Martinson, J. (author)
Petroleum Engineer ; 29
1957
Article (Journal)
English
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