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Book Chapter

Chemical Effects of Pore Fluids on Rock Properties1

By
Henri S. Swolfs
Henri S. Swolfs
Salt Lake City, Utah
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Published:
January 01, 1972

Abstract

Disposal of waste fluids into the subsurface may affect the mechanical properties and strength of the rock mass in two important ways. When fluid is chemically inert, strength and ductility are reduced by increasing pore pressure. When fluid is chemically active, the strength of the rock mass is further reduced through modification of the cohesive strength of its constituent grains in contact with the fluid.

Several experiments reveal that the strength of rocks and propagation of minute surface cracks are highly dependent on the moisture content of the rock. Dilute solutions of aluminum and ferric iron salts, in addition to water, react with the surface structure of quartz and silicates and weaken the surface silicon-oxygen bonds by hydrolysis. The result is a reduction in surface energy, surface cohesion, and breaking strength. The coefficient of internal friction, however, remains unaltered.

The frictional characteristics of already-broken rocks may be significantly altered by the introduction of chemically active fluids. Because of such manmade earthquakes as those near Denver and Rangely, Colorado, it is obvious that more sophisticated tests of rock properties should be made, particularly regarding the influence of pore-fluid pressure and chemistry, if problems caused by unexpected rock failure are to be eliminated.

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Contents

AAPG Memoir

Underground Waste Management and Environmental Implications

T. D. Cook
T. D. Cook
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American Association of Petroleum Geologists
Volume
18
ISBN electronic:
9781629812229
Publication date:
January 01, 1972

GeoRef

References

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