Research Article
Jan 1935

Some Soil Pressure Tests

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Publication: Transactions of the American Society of Civil Engineers
Volume 100, Issue 1

Abstract

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.

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Go to Transactions of the American Society of Civil Engineers
Transactions of the American Society of Civil Engineers
Volume 100Issue 1January 1935
Pages: 1 - 13

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Published in print: Jan 1935
Published online: Feb 10, 2021

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H. de B. Parsons, M.ASCE

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