首页> 外文期刊>Journal of geophysical research. Solid earth: JGR >Natural and Experimental Constraints on a Flow Law for Dislocation-Dominated Creep in Wet Quartz
【24h】

Natural and Experimental Constraints on a Flow Law for Dislocation-Dominated Creep in Wet Quartz

机译:在湿石英中脱位主导蠕变的流动法自然和实验约束

获取原文
获取原文并翻译 | 示例
           

摘要

We present a flow law for dislocation-dominated creep in wet quartz derived from compiled experimental and field-based rheological data. By integrating the field-based data, including independently calculated strain rates, deformation temperatures, pressures, and differential stresses, we add constraints for dislocation-dominated creep at conditions unattainable in quartz deformation experiments. A Markov Chain Monte Carlo (MCMC) statistical analysis computes internally consistent parameters for the generalized flow law: epsilon = A sigma(n)fH2Ore(-(Q+VP)/RT). From this initial analysis, we identify different effective stress exponents for quartz deformed at confining pressures above and below similar to 700 MPa. To minimize the possible effect of confining pressure, compiled data are separated into "low-pressure" (<560 MPa) and "high-pressure" (700-1,600 MPa) groups and reanalyzed using the MCMC approach. The "low-pressure" data set, which is most applicable at midcrustal to lower-crustal confining pressures, yields the following parameters: log(A) = -9.30 +/- 0.66 MPa-n-r s(-1); n = 3.5 +/- 0.2; r = 0.49 +/- 0.13; Q = 118 +/- 5 kJ mol(-1); and V = 2.59 +/- 2.45 cm(3) mol(-1). The "high-pressure" data set produces a different set of parameters: log(A) = -7.90 +/- 0.34 MPa-n-r s(-1); n = 2.0 +/- 0.1; r = 0.49 +/- 0.13; Q = 77 +/- 8 kJ mol(-1); and V = 2.59 +/- 2.45 cm(3) mol(-1). Predicted quartz rheology is compared to other flow laws for dislocation creep; the calibrations presented in this study predict faster strain rates under geological conditions by more than 1 order of magnitude. The change in n at high confining pressure may result from an increase in the activity of grain size sensitive creep.
机译:我们提出了湿石英中位错主导蠕变的流动规律,该规律是根据已编译的实验和现场流变数据得出的。通过整合基于现场的数据,包括独立计算的应变率、变形温度、压力和差应力,我们为石英变形实验无法达到的条件下位错主导的蠕变添加了约束。马尔可夫链蒙特卡罗(MCMC)统计分析计算广义流动定律的内部一致性参数:ε=Aσ(n)fH2Ore(-(Q+VP)/RT)。根据这一初步分析,我们确定了在高于和低于700MPa的围压下变形的石英的不同有效应力指数。为了尽量减少围压的可能影响,将汇编数据分为“低压”(小于560 MPa)和“高压”(700-1600 MPa)两组,并使用MCMC方法重新分析。最适用于中地壳至下地壳围压的“低压”数据集产生以下参数:对数(A)=-9.30+/-0.66 MPa-n-r s(-1);n=3.5+/-0.2;r=0.49+/-0.13;Q=118+/-5 kJ mol(-1);V=2.59+/-2.45厘米(3)摩尔(-1)。“高压”数据集产生一组不同的参数:对数(a)=-7.90+/-0.34 MPa-n-r s(-1);n=2.0+/-0.1;r=0.49+/-0.13;Q=77+/-8 kJ mol(-1);V=2.59+/-2.45厘米(3)摩尔(-1)。将预测的石英流变性与位错蠕变的其他流动规律进行了比较;本研究中的校准预测了地质条件下更快的应变率,其幅度超过1个数量级。在高围压下,n的变化可能是由粒度敏感蠕变活动的增加引起的。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号