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Measurements of horizontal pressures on stationary bulkhead, resulting from bank sand and bank gravel, 7 ft deep, alternately dry, fully saturated with water, and drained; horizontal pressures for previous soil are more dependent on angle of internal friction than on angle of repose. See also Engineering Index 1929 p 1702.
Measurements of horizontal pressures on stationary bulkhead, resulting from bank sand and bank gravel, 7 ft deep, alternately dry, fully saturated with water, and drained; horizontal pressures for previous soil are more dependent on angle of internal friction than on angle of repose. See also Engineering Index 1929 p 1702.
Some soil pressure tests
Am Soc Civ Engrs -- Proc
Parsons, H.De B. (Autor:in)
1933
12 pages
Aufsatz (Zeitschrift)
Englisch
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ASCE | 2021
|Closure to “Some Soil Pressure Tests”
ASCE | 2021
|Discussion of “Meem on Some Soil Pressure Tests”
ASCE | 2021
|Engineering Index Backfile | 1934
|TIBKAT | 1964
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