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Condition of large caissons during construction
Features of pier foundations of New York City's Narrows Bridge are described; pier foundation consisted of massive concrete caisson placed by open dredge method; Brooklyn tower pier is embedded in glacial sand of Wisconsin epoch and is founded 170 ft below sea level on silty clay of Gardiner interval; similar glacial sand is encountered at Staten Island pier which founded at El.-105 ft on transition of morainal deposit; bearing capacity of silty clay at cutting edge was determined to be 5.9 to 6.5 times shearing strength.
Condition of large caissons during construction
Features of pier foundations of New York City's Narrows Bridge are described; pier foundation consisted of massive concrete caisson placed by open dredge method; Brooklyn tower pier is embedded in glacial sand of Wisconsin epoch and is founded 170 ft below sea level on silty clay of Gardiner interval; similar glacial sand is encountered at Staten Island pier which founded at El.-105 ft on transition of morainal deposit; bearing capacity of silty clay at cutting edge was determined to be 5.9 to 6.5 times shearing strength.
Condition of large caissons during construction
Nat Research Council -- Highway Research Board -- Research Rec
Yang, N.C. (author)
1965
17 pages
Report
English
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