link to main US Geological Survey website
U.S. Geological Survey
Open-File Report 01-320

How Brucite may Affect the Frictional Properties of Serpentinite

By

Diane E. Moore, David A. Lockner, K. Iwata, H. Tanaka, and J.D. Byerlee

 

Abstract

The frictional strength of brucite gouge has been measured at hydrothermal conditions to 450 °C. At room temperature, brucite has a coefficient of friction, � approximately 0.30, making it one of the weakest minerals identified to date. With increasing temperature at a constant effective normal stress, the coefficient of friction of brucite decreases to a minimum of µ approximately 0.20 near 300 °C, and µ approximately 0.22-0.24 in the temperature range 350-450 °C. Brucite has a sheeted crystal structure, and its low frictional strength may be attributed to the relatively weak bonds between the layers. In addition, the temperature dependence of µ to approximately300 °C can be explained in terms of the anomalously large coefficient of thermal expansion of brucite, which will further weaken the interlayer bonds. Brucite is a common constituent of serpentinite, and at approximately300 °C, where brucite is weakest, all the major serpentine minerals have µ greater than or equal to 0.5. The maximum expected brucite content of a serpentinite is close to 20% by weight or volume. That amount of disseminated brucite will lower the coefficient of friction of serpentinite by greater than or equal to10-15% in the deeper parts of the seismogenic zone. However, the effect will be much greater if shear can be concentrated along brucite-lined slip surfaces in the serpentinite body.

 

pressure-temperature line graph showing brucite stable at temperatures below 400 degrees C and periclase stable above that at atmospheric pressure.  As the pressure rises to 100 mega-pascals, brucite is stable up to 600 degrees C

Temperature-fluid pressure conditions of the experiments of this study relative to the brucite-stability relations determined by Kennedy [1956], with data at 400 °C from Weber and Roy [1965]. (from Figure 1).

This publication contains a Portable Document Format (PDF) file that contains 14 pages with five figures, and one table.

Download a copy of Acrobat Reader version 5.0 for free

View the PDF file (of01-320.pdf) (332 KB).

View the accessible (tagged) PDF file (of01-320_accessible.pdf ) (216 KB).

For questions about the content of this report, contact Diane Moore (dmoore@usgs.gov)

| Help | PDF help | Geopubs main page | Open-File Reports for 2001 |
| Privacy Statement | Disclaimer | Accessibility |


| Department of the Interior | U.S. Geological Survey | Geologic Division | Earthquake Hazards Program |


This report is available only on the web


Maintained by: Carolyn Donlin
Created: 2/22/2002
Last update: 2/22/2002