3-DIMENSIONAL FOLDING AND NECKING OF A POWER-LAW LAYER - ARE FOLDS CYLINDRICAL, AND, IF SO, DO WE UNDERSTAND WHY

被引:47
作者
FLETCHER, RC [1 ]
机构
[1] NEW MEXICO INST MIN & TECHNOL,DEPT GEOSCI,SOCORRO,NM 87801
关键词
D O I
10.1016/0040-1951(95)00021-E
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
The rate of amplification of a general component, A cos(lx) cos(my), in the folding or necking of a single layer of power-law fluid embedded in a viscous medium depends on the dimensionless separation constant (lambda H)(2) = (l(2) + m(2))H-2 = 2 pi[(1/L(x))(2) + (1/L(y))(2)]H-2, where L(x) and L(y) are the wavelengths in the horizontal directions x and y, the aspect ratio \upsilon\ = \m/l\ = L(x)/L(y), the ratio of the in-plane principal rates of deformation of the basic-state flow, xi = ($) over bar D-yy/($) over bar D-xx, the stress exponent, n, and a ratio, R, between the strengths, or effective viscosities of the medium and layer. The present treatment excludes basic-state layer-parallel shear: ($) over bar D-xz = ($) over bar D-yz = 0. For a cylindrical perturbation with axis parallel to y (m = 0), the non-kinematic contribution to the growth rate is the same as that for the plane-flow case (xi = 0), but with the intrinsic stress-exponent replaced by an apparent value n* = 4n[4 + 3(n - 1)xi(2)(1 + xi + xi(2))(-1)]. A value of 'n' estimated from the conventional interpretation of data from a set of single-layer folds is better interpreted as an estimate of the apparent value, n*. The simultaneous development of folds and pinch-and-swell structures at right angles to each other is difficult, discounting possible effects of strain-softening. In a basic state of plane flow (xi = 0), simulated three-dimensional fold arrays show markedly greater fold aspect ratios for a plastic layer (n = 10(4)) than for a viscous layer (n = 1), at the same amplification.
引用
收藏
页码:65 / 83
页数:19
相关论文
共 29 条
[11]   STRAIN ANALYSIS AND FOLD SHAPE IN A LIMESTONE LAYER AND IMPLICATIONS FOR LAYER RHEOLOGY [J].
HUDLESTON, PJ ;
HOLST, TB .
TECTONOPHYSICS, 1984, 106 (3-4) :321-347
[12]   INITIATION OF FOLDING AND BOUDINAGE IN WRENCH SHEAR AND TRANSPRESSION [J].
JAMES, AI ;
WATKINSON, AJ .
JOURNAL OF STRUCTURAL GEOLOGY, 1994, 16 (06) :883-893
[13]  
Johnson A. M., 1994, FOLDING VISCOUS LAYE
[14]   THEORY OF CONCENTRIC, KINK AND SINUSOIDAL FOLDING AND OF MONOCLINAL FLEXURING OF COMPRESSIBLE, ELASTIC MULTILAYERS .7. DEVELOPMENT OF FOLDS WITHIN HUASNA SYNCLINE, SAN-LUIS-OBISPO COUNTY, CALIFORNIA [J].
JOHNSON, AM ;
PAGE, BM .
TECTONOPHYSICS, 1976, 33 (1-2) :97-143
[15]  
KIRKLAND DW, 1970, GEOL SOC AM BULL, V81, P3259, DOI 10.1130/0016-7606(1970)81[3259:MITCAT]2.0.CO
[16]  
2
[17]   FOLD-FAULT RELATIONSHIPS IN LOW-ANGLE DETACHMENT SYSTEMS [J].
MANCKTELOW, NS ;
PAVLIS, TL .
TECTONICS, 1994, 13 (03) :668-685
[18]   THE EFFECT OF MATERIAL PROPERTIES ON GROWTH-RATES OF FOLDING AND BOUDINAGE - EXPERIMENTS WITH WAX MODELS [J].
NEURATH, C ;
SMITH, RB .
JOURNAL OF STRUCTURAL GEOLOGY, 1982, 4 (02) :215-&
[19]   STRAIN IN DUCTILE ROCKS ON THE CONVEX SIDE OF A FOLDED COMPETENT BED [J].
OERTEL, G .
TECTONOPHYSICS, 1980, 66 (1-3) :15-34
[20]  
Ramsay J.G., 1967, FOLDING FRACTURING R