A sandstone sample was cleaned, dried, and saturated with water. The saturated sample was placed in a copper jacket and subjected to increasing external pressures at a constant internal pressure to determine its pore volume compressibility. Calculate pore volume compressibility at 2000 psi from the following data: Net compacting Change in pore volume Pore volume (cm3) Pressure (psi) (cm3) 0.0 25.042 1000 - 0.187 24.855 2000 - 0.112 24.743 3000 - 0.0815 24.661

Principles of Geotechnical Engineering (MindTap Course List)
9th Edition
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
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Chapter11: Compressibility Of Soil
Section: Chapter Questions
Problem 11.3P
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A sandstone sample was cleaned, dried, and saturated with water. The saturated sample was
placed in a copper jacket and subjected to increasing external pressures at a constant internal
pressure to determine its pore volume compressibility. Calculate pore volume compressibility
at 2000 psi from the following data:
Net compacting
Change in pore
volume Pore volume (cm3)
Pressure (psi)
(cm3)
0.0
25.042
1000
- 0.187
24.855
2000
-0.112
24.743
3000
- 0.081
24.661
Transcribed Image Text:A sandstone sample was cleaned, dried, and saturated with water. The saturated sample was placed in a copper jacket and subjected to increasing external pressures at a constant internal pressure to determine its pore volume compressibility. Calculate pore volume compressibility at 2000 psi from the following data: Net compacting Change in pore volume Pore volume (cm3) Pressure (psi) (cm3) 0.0 25.042 1000 - 0.187 24.855 2000 -0.112 24.743 3000 - 0.081 24.661
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