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RHEOLOGY AND MICROSTRUCTURES OF EXPERIMENTALLY DEFORMED QUARTZ AGGREGATES (FLOW LAWS, PIEZOMETRY, ROCK MECHANICS).

机译:实验性变形石英块的流变学和微观结构(流动规律,压电法,岩石力学)。

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摘要

Circular cylinders (12.7 mm long, 6.4 mm in diameter) of Simpson quartzite (d(,i) (TURN) .21 mm) and Arkansas novaculite (d(,i) (TURN) 7.5 (mu)m) were deformed ductiley in compression to mechanical steady-state at two nominal "wetnesses" using Griggs-Blacic solid medium apparatuses. Experimental conditions were in the range 750-1000(DEGREES)C, .91-1.52 GPa, 1.25 x 10('-7) -2.53 x 10('-4)s('-1), .22-2.74 GPa flow stress; all samples were quenched rapidly under differential stress.;(DIAGRAM, TABLE OR GRAPHIC OMITTED...PLEASE SEE DAI).;2.72 (+OR-) .19, 134 (+OR-) 32 (kJ.mol('-1)) for "dry" quartzite; 5.05 E-6 (+OR-) 5.59 E-9 (MPa('-2.61)s('-1)), 2.61 (+OR-) .15, 145 (+OR-) 17 (kJ.mol('-1)) for "wet" quartzite; and 3.72E-2 (+OR-) 3.39E-2 (MPa('-2.35)s('-1)), 2.35 (+OR-) .20, 210 (+OR-) 17 (kJ.mol('-1)) for "wet" novaculite. For either starting material, "dry" experiments were stronger than comparable "wet" experiments. Comparing the two starting materials deformed "dry", novaculite was stronger. In "wet" experiments, relative strengths vary with temperature. Grain boundary effects were correlated to neither "wetness" nor flow stress and were inconsistent with either Hall-Petch or superplastic behavior.;Microstructures produced in these experiments were analogous to those observed in many natural quartz tectonites. Recrystallization was present in all but a few "dry" samples and contributed to local stress relaxation in all the specimens observed by TEM. Recovery processes were important at flow stresses below (TURN)500 MPa.;Data from the (alpha)-quartz field are well described by both power {(epsilon) = A(,1) (sigma)('n)exp(-Q/RT)} and hyperbolic sine laws. Power law constants A(,1), n, and Q are respectively.;Samples with simple strain histories appeared to have reached microstructural steady-state. Several microstructures were measured to determine piezometric relations of the form y = b((sigma)(,1)-(sigma)(,3))('Y) where y is the measured microstructure and b and Y are empirically determined constants which did not appear to depend upon "wetness" or initial grain size and which were respectively 490 ((mu)m.MPa('.59)) and -.59 for recrystallized grain size; 137 ((mu)m.MPa('.54)) and -.54 for subgrain size; and 19.8 ((mu)m.MPa('.32)) and -.32 for the spacing of deformation lamellae. Such a relationship was not determinable for dislocation density. Data gathered in both the (alpha)- and (beta)-quartz fields are in good agreement as are measured subgrain sizes and lamellar spacings.
机译:辛普森石英岩(d(,i)(TURN)0.21 mm)和阿肯色新星(d(,i)(TURN)7.5μm)的圆柱体(长12.7 mm,直径6.4 mm)在使用Griggs-Blacic固体介质设备在两个名义“湿度”下压缩到机械稳态。实验条件在750-1000(DEGREES)C,.91-1.52 GPa,1.25 x 10('-7)-2.53 x 10('-4)s('-1)、. 22-2.74 GPa范围内强调;所有样品均在不同的应力下快速淬火。((省略了图表,表格或图形...请参见DAI).; 2.72(+ OR-).19,134(+ OR-)32(kJ.mol('-1 ))“干”石英岩; 5.05 E-6(+ OR-)5.59 E-9(MPa('-2.61)s('-1)),2.61(+ OR-).15、145(+ OR-)17(kJ.mol(' -1))用于“湿”石英岩;和3.72E-2(+ OR-)3.39E-2(MPa('-2.35)s('-1)),2.35(+ OR-).20、210(+ OR-)17(kJ.mol( '-1))代表“湿”新云母。对于任何一种起始材料,“干”实验都比类似的“湿”实验要强。比较两种变形后“干燥”的原材料,新云母更强。在“湿”实验中,相对强度随温度而变化。晶界效应与“湿润”或流动应力均无关,并且与霍尔-帕奇(Hall-Petch)或超塑性行为均不相符。;在这些实验中产生的微观结构类似于在许多天然石英构造体中观察到的微观结构。除少数“干燥”样品外,所有其他样品均存在重结晶现象,并且在通过TEM观察到的所有样品中均会引起局部应力松弛。在低于(TURN)500 MPa的流动应力下,恢复过程非常重要。;α-石英场的数据很好地描述了两个幂{(ε)= A(,1)(sigma)('n)exp(- Q / RT)}和双曲正弦定律。幂律常数A(,1),n和Q分别为;具有简单应变历史的样品似乎已达到微观结构稳态。测量了几个微结构,以确定y = b((sigma)(,1)-sigma)(,3))('Y)的压强关系,其中y是测得的微结构,b和Y是凭经验确定的常数似乎不取决于“湿润度”或初始晶粒尺寸,重结晶晶粒尺寸分别为490(μm.MPa('。59))和-.59; 137(μm.MPa('。54))和-.54(亚晶粒尺寸);变形片的间距为19.8(μm.MPa('。32))和-.32。这种关系不能确定位错密度。在α-和β-石英场中收集的数据与测得的亚晶粒尺寸和层状间距非常一致。

著录项

  • 作者

    KOCH, PHILIP SAMUEL.;

  • 作者单位

    University of California, Los Angeles.;

  • 授予单位 University of California, Los Angeles.;
  • 学科 Geology.
  • 学位 Ph.D.
  • 年度 1983
  • 页码 495 p.
  • 总页数 495
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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