FRICTION AND SEISMIC ATTENUATION IN ROCKS

被引：182

作者：

WINKLER, K ^{[1
]}

NUR, A ^{[1
]}

GLADWIN, M ^{[1
]}

机构：

[1] UNIV QUEENSLAND, DEPT PHYS, ST LUCIA 4067, Qld, AUSTRALIA

来源：

NATURE | 1979年 / 277卷 / 5697期

关键词：

D O I：

10.1038/277528a0

中图分类号：

O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];

学科分类号：

07 ; 0710 ; 09 ;

摘要：

Precise experimental results, combined with theoretical predictions, indicate that seismic energy loss caused by grain boundary friction is important only at low confining pressure and at strains greater than about 10-6. Since these conditions are generally not encountered in seismology, frictional attenuation is not importantin situ. Other mechanisms such as fluid flow must dominate seismic attenuation in the upper crust. © 1979 Nature Publishing Group.

引用

页码：528 / 531

页数：4

共 29 条

[1] VELOCITY AND ATTENUATION FROM RESONANT VIBRATIONS OF SPHERES OF ROCK, GLASS, AND STEEL [J].

BIRCH, F .

JOURNAL OF GEOPHYSICAL RESEARCH, 1975, 80 (05) :756-764

[2]

Birch F., 1938, B SEISMOL SOC AM, V28, P243

[3]

BRENNAN BJ, 1977, NATURE, V268, P220, DOI 10.1038/268220a0

[4] EFFECTS OF PRESSURE + FLUID SATURATION ON ATTENUATION OF ELASTIC WAVES IN SANDS [J].

GARDNER, GHF ;

WYLLIE, MRJ ;

DROSCHAK, DM .

JOURNAL OF PETROLEUM TECHNOLOGY, 1964, 16 (02) :189-&

[5]

Goodman L.E., 1962, J APPL MECH, V29, P17, DOI [10.1115/1.3636453, DOI 10.1115/1.3636453]

[6] ANELASTIC PROPERTIES OF EARTH [J].

GORDON, RB ;

NELSON, CW .

REVIEWS OF GEOPHYSICS, 1966, 4 (04) :457-&

[7] VELOCITY AND ATTENUATION OF SEISMIC WAVES IN IMPERFECTLY ELASTIC ROCK [J].

GORDON, RB ;

DAVIS, LA .

JOURNAL OF GEOPHYSICAL RESEARCH, 1968, 73 (12) :3917-+

[8]

GORDON RB, 1971, GEOPHYS MONOGR SER, V14, P235

[9] COMPARISON OF CALCULATED AND OBSERVED CRACK DENSITIES AND SEISMIC VELOCITIES IN WESTERLY GRANITE [J].

HADLEY, K .

JOURNAL OF GEOPHYSICAL RESEARCH, 1976, 81 (20) :3484-3494

[10] PHYSICAL MECHANISMS OF SEISMIC-WAVE ATTENUATION [J].

JACKSON, DD ;

ANDERSON, DL .

REVIEWS OF GEOPHYSICS AND SPACE PHYSICS, 1970, 8 (01) :1-&

← 1 2 3 →