各向异性岩石的静态模量与动态模量实验研究

摘要
图/表
参考文献
相关文章 (15)

全文: PDF (6808 KB) HTML (1 KB)
输出: BibTeX | EndNote (RIS)

摘要页岩具有各向异性，是重要的源岩和盖层岩石，利用实验室测量获得页岩在不同条件下的应力–应变响应和超声波速度响应特性，研究各向异性岩石的静态弹性模量和动态弹性模量的特点。通过不同方向岩芯纵横波速度的测量获得岩石的动态模量，通过加载过程中应力–应变测量获得静态模量。分析各向异性岩石在准静态和动态条件下的波速和弹性模量特征，除了加载频率的差异外，静态测量和动态测量也包含不同的应变幅度差异，研究各向异性岩石的静态和动态地球物理响应特征具有重要的意义。

	服务

	把本文推荐给朋友
	加入我的书架
	加入引用管理器
	E-mail Alert
	RSS
	作者相关文章

关键词 ：岩石力学, 各向异性, 页岩, 静态模量, 动态模量, 泊松比

Abstract：Shales are important source rocks and sealing rocks with intrinsic anisotropy. The character of stress-strain response and ultrasonic speed response for shales are obtained by experimental measurement，and the features of static and dynamic moduli on anisotropic rock are studied. The dynamic modulus of anisotropic rock is gained by measuring vertical and horizontal wave velocities of core under different directions，and the static modulus is obtained through the measurement of stress-strain characteristics in loading process. Characteristics of wave velocity and elasticity modulus of anisotropic rock under quasi-static and dynamic conditions are analyzed. Except the difference of loading frequency，the strain amplitude difference are obtained respectively under static and dynamic measurements. Study of geophysical response characteristics for anisotropic rocks is of great significance.

Key words： rock mechanics anisotropy shale static modulus dynamic modulus Poisson?s ratio

引用本文:

唐杰. 各向异性岩石的静态模量与动态模量实验研究[J]. 岩石力学与工程学报, 2014, 33(sl): 3185-3191.
TANG Jie. EXPERIMENTAL STUDY OF STATIC AND DYNAMIC MODULI FOR ANISOTROPIC ROCK. , 2014, 33(sl): 3185-3191.

链接本文:

http://www.rockmech.org/CN/Y2014/V33/Isl/3185

[1]	HOLCOMB D J. Memory，relaxation，and microfracturing in dilatant rock[J]. Journal of Geophysical Research：Solid Earth，1981，86(B7)：6 235-6 248. " target="_blank">
[4]	JONES L E A，WANG H F. Ultrasonic velocities in Cretaceous shales from the Williston basin[J]. Geophysics，1981，46(3)：288-297. " target="_blank">
[11]	SHAPIRO，S A，Elastic piezosensitivity of porous and fractured rocks[J]. Geophysics，2003，68(2)：482-486. " target="_blank">
[15]	HORNBY B E. Experimental laboratory determination of the dynamic elastic properties of wet，drained shales[J]. Journal of Geophysical Research，1998，103(B12)：29 945-29 964. " target="_blank">
[20]	FJAER E. Static and dynamic moduli of a weak sandstone[J]. Geophysics，2009，74(2)：WA103-WA112. " target="_blank">
[2]	BANIK N C. Velocity anisotropy of shales and depth estimation in the North Sea basin[J]. Geophysics，1984，49(9)：1 411-1 419. " target="_blank">
[5]	VERNIK L，LANDIS C. Elastic anisotropy of source rocks：implications for hydrocarbon generation and primary migration[J]. AAPG bulletin，1996，80(4)：531-544. " target="_blank">
[8]	DEWHURST D N，SIGGINS A F. Impact of fabric，microcracks and stress field on shale anisotropy[J]. Geophysical Journal International，2006，165(1)：135-148. " target="_blank">
[12]	PERVUKHINA M，DEWHURST D N，GUREVICH B，et al. Stress-dependent elastic properties of shales：Measurement and modeling[J]. The Leading Edge，2008，27(6)：772-779. " target="_blank">
[7]	VERNIK L，NUR A. Ultrasonic velocity and anisotropy of hydrocarbon source rocks[J]. Geophysics，1992，57(5)：727-735. " target="_blank">
[10]	HORSRUD P，SONSTEBO E F，BOE R. Mechanical and petrophysical properties of North Sea shales[J]. International Journal of Rock Mechanics and Mining Sciences，1998，35(8)：1 009-1 020. " target="_blank">
[16]	SAYERS C M. Stress-dependent seismic anisotropy of shales[J]. Geophysics，1999，64(1)：93-98. " target="_blank">
[18]	SAROUT J，MOLEZ L，GUEGUEN Y，et al. Shale dynamic properties and anisotropy under triaxial loading： experimental and theoretical investigations[J]. Physics and Chemistry of the Earth，2007，32(8)：896-906. " target="_blank">
[19]	CHENG C H，JOHNSTON D H. Dynamic and static moduli[J]. Geophysical Research Letters，1981，8(1)：39-42. " target="_blank">
[3]	邓继新，史謌，刘瑞珣，等. 泥岩、页岩声速各向异性及其影响因素分析[J]. 地球物理学报，2004，47(5)：862-868.(DENG Jixin，SHI Ge，LIU Ruixun，et al. Analysis of the velocity anisotropy and its affection factors in shale and mudstone[J]. Chinese Journal of Geophysics，2004，47(5)：862-868.(in Chinese))
[6]	VERNIK L，LIU X. Velocity anisotropy in shales：A petrophysical study[J]. Geophysics，1997，62(2)：521-532. " target="_blank">
[9]	KUILA U，DEWHURST D N，SIGGINS A F，et al. Stress anisotropy and velocity anisotropy in low porosity shale[J]. Tectonophysics，2011，503(1)：34-44. " target="_blank">
[13]	JOHNSTON J E，CHRISTENSEN N I. Elastic constants and velocity surfaces of indurated anisotropic shales[J]. Surveys in Geophysics，1994，15(5)：481-494. " target="_blank">
[14]	JOHNSTON J E，CHRISTENSEN N I. Seismic anisotropy of shales[J]. Journal of Geophysical Research：Solid Earth，1995，100(B4)：5 991-6 003. " target="_blank">
[17]	SAYERS C M，VANMUNSTER J G，KING M S. Stress-induced ultrasonic anisotrophy in Berea sandstone[C]// International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts. Pergamon：[s.n.]，1990，27(5)：429-436. " target="_blank">
[21]	刘斌，王宝善，席道瑛. 水饱和裂纹对地壳岩样中地震波速度及各向异性的影响[J]．地球物理学报，1999，42(5)：702-7l0.(LIU Bin，WANG Baoshan，XI Daoying．The effects of water saturated cracks on seismic velocity and anisotropy in crustal rocks[J]. Chinese Journal of Geophysics，1999，42(5)：702-710.(in Chinese))
[22]	THOMSEN L. Weak elastic anisotropy[J]. Geophysics，1986，51(10)：1 954-1 966. " target="_blank">