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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. (author)
1933
12 pages
Article (Journal)
English
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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