Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
This research is a sequel to a previous paper entitled “Hydrostatic Uplift in Pervious Soils”. Measurements were made of the horizontal pressures on a stationary bulkhead, resulting from bank sand and bank gravel. The fills were 7 ft deep, and alternately dry, fully saturated with water, and drained. The results indicated that the horizontal pressures for a pervious soil are more dependent on the angle of internal friction than on the angle of repose. At the beginning of irrigation, the pressures became less until the hydraulic pressure, due to the rising water, began to increase more than the relatively diminishing pressures from the soil.
This research is a sequel to a previous paper entitled “Hydrostatic Uplift in Pervious Soils”. Measurements were made of the horizontal pressures on a stationary bulkhead, resulting from bank sand and bank gravel. The fills were 7 ft deep, and alternately dry, fully saturated with water, and drained. The results indicated that the horizontal pressures for a pervious soil are more dependent on the angle of internal friction than on the angle of repose. At the beginning of irrigation, the pressures became less until the hydraulic pressure, due to the rising water, began to increase more than the relatively diminishing pressures from the soil.
Some Soil Pressure Tests
de B. Parsons, H. (Autor:in)
01.01.2021
131935-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
| Engineering Index Backfile | 1933
Closure to “Some Soil Pressure Tests”
| ASCE | 2021
Discussion of “Meem on Some Soil Pressure Tests”
| ASCE | 2021
| Engineering Index Backfile | 1934
| TIBKAT | 1964