Journal cover Journal topic
Solid Earth An interactive open-access journal of the European Geosciences Union

Journal metrics

  • IF value: 3.495 IF 3.495
  • IF 5-year<br/> value: 3.386 IF 5-year
    3.386
  • CiteScore<br/> value: 3.70 CiteScore
    3.70
  • SNIP value: 0.783 SNIP 0.783
  • SJR value: 1.039 SJR 1.039
  • IPP value: 1.987 IPP 1.987
  • h5-index value: 20 h5-index 20
https://doi.org/10.5194/se-2018-19
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
Research article
26 Mar 2018
Review status
This discussion paper is a preprint. It is a manuscript under review for the journal Solid Earth (SE).
Failure criteria for porous dome rocks and lavas: a study of Mt. Unzen, Japan
Rebecca Coats1, Jackie E. Kendrick1, Paul A. Wallace1, Takahiro Miwa2, Adrian J. Hornby1,a, James D. Ashworth1, Takeshi Matsushima3, and Yan Lavallée1 1Department of Earth, Ocean and Ecological Sciences, The University of Liverpool, Liverpool, L69 3GP, UK
2National Research Institute for Earth Science and Disaster Prevention, Ibaraki, 305-0006, Japan
3Institute of Seismology and Volcanology, Kyushu University, Nagasaki, 855 0843, Japan
anow at: Department of Earth and Environmental Sciences, Ludwig-Maximilians-Universität München, Munich, 80333, Germany
Abstract. The strength and deformation mode (brittle vs ductile) of rocks is generally related to the porosity and pressure conditions, with occasional considerations of strain rate. At high temperature, molten rocks abide to Maxwell’s viscoelasticity and their deformation mode (brittle vs ductile) is generally defined by strain rate or reciprocally, by comparing the relaxation timescale of the material (for a given condition) to the observation timescale – a dimensionless ratio known as the Deborah (De) number. Volcanic materials are extremely heterogeneous, with variable concentrations of crystals, glass/ melt and vesicles (of different sizes), and a complete description of the conditions leading to flow or rupture as a function of temperature, stress and strain rate (or timescale of observation) eludes us. Here, we examined the conditions which lead to failure for variably vesicular (9–35 %), crystal-rich (~ 75 %), pristine and altered, dome rocks (at ambient temperature) and lavas (at 900 °C) from Mt. Unzen Volcano, Japan. We found that the strength of the dome rocks decreases with porosity and is commonly independent of strain rate; when comparing pristine and altered rocks, we found that alteration caused minor strengthening. The strength of the lavas (at 900 °C) also decreases with porosity. Importantly, the results demonstrate that these dome rocks are weaker at ambient temperatures than when heated and deformed at 900 °C (for a given strain rate resulting in brittle behaviour). Thermal stressing (by heating and cooling a rock up to 900 °C at a rate of 4 °C min−1, before testing its strength at ambient temperature) was found not to affect the strength of rocks.

In the magmatic state (900 °C), the rheology of the dome lavas is strongly strain rate dependent. Under low strain rate conditions (≤ 10−4 s−1) the lavas behaved ductilly (i.e., the material sustained substantial, pervasive deformation) and displayed a non–Newtonian, shear thinning behaviour. In this regime, the apparent viscosities of the dome lavas were found to be independent of vesicularity, likely due to efficient pore collapse during shear. At high strain rates (≥ 10−4 s−1) the lavas displayed an increasingly brittle response (i.e., deformation resulted in failure along localised faults); we observed an increase in strength and a decrease in strain–to–failure as a function of strain rate. To constrain the conditions leading to failure of the lavas, we analysed and compared the critical Deborah number at failure (Dec, the ratio between the relaxation time and the experimental observation time) of these lavas to that of pure melt (Demelt=10−3–10−2; Webb & Dingwell, 1990). We found that the presence of crystals decreases Dec to 2.11×10−4. The vesicularity (φ), which dictates the strength of lavas, further controls Dec following −5.1×10−4φ+2.11×10−4. We discuss the implications of these findings for the case of magma ascent and lava dome structural stability.

Citation: Coats, R., Kendrick, J. E., Wallace, P. A., Miwa, T., Hornby, A. J., Ashworth, J. D., Matsushima, T., and Lavallée, Y.: Failure criteria for porous dome rocks and lavas: a study of Mt. Unzen, Japan, Solid Earth Discuss., https://doi.org/10.5194/se-2018-19, in review, 2018.
Rebecca Coats et al.
Rebecca Coats et al.
Rebecca Coats et al.

Viewed

Total article views: 459 (including HTML, PDF, and XML)

HTML PDF XML Total Supplement BibTeX EndNote
391 62 6 459 17 3 3

Views and downloads (calculated since 26 Mar 2018)

Cumulative views and downloads (calculated since 26 Mar 2018)

Viewed (geographical distribution)

Total article views: 459 (including HTML, PDF, and XML)

Thereof 453 with geography defined and 6 with unknown origin.

Country # Views %
  • 1

Saved

Discussed

Latest update: 20 Jun 2018
Publications Copernicus
Download
Short summary
Lava domes are mounds of viscous lava and their collapse can cause deadly pyroclastic flows. This paper looks at the example of Mt. Unzen in Japan. Using novel experimental techniques, we discovered that crystals and bubbles in the lava make it behave differently to what was previously thought and that it becomes weaker and more susceptible to collapse as it cools. This calls for a review of current models, allowing for better failure prediction of lava domes in the future.
Lava domes are mounds of viscous lava and their collapse can cause deadly pyroclastic flows....
Share