冲击地压的非线性非连续特征   总被引：2，自引：0，他引：2  

齐庆新  毛德兵  王永秀 《岩土力学》2003,(Z2)

从冲击地压的现象出发,通过煤岩摩擦滑动试验研究,探讨了冲击地压的非线性非连续特性。在此基础上,提出了冲击地压的控制途径。  相似文献   

Comparison between thermal–viscous coupling and frictional sliding     

Masanori Kameyama   《Tectonophysics》2003,376(3-4):185-197

We investigated the similarity between thermal–viscous coupling (TVC) and frictional sliding, proposed by Kameyama and Kaneda [Pure Appl. Geophys. 159 (2002) 2011]. We consider a one-dimensional layer composed of viscous material, which is sandwiched and sheared by two thick elastic layers. The rate of viscous deformation depends on the temperature T_c in the viscous layer as well as shear stress τ. The temperature T_c changes owing to heating by viscous dissipation and conductive cooling. We carried out velocity-stepping tests for the steady-state deformation both numerically and analytically, and compared the temporal evolution of small perturbations with that of the spring-block model with rate- and state-dependent friction (RSF). We found that, as is the case of frictional slip stability, the manner of temporal evolution is classified into four regimes depending on whether it is stable or not and whether it is monotonous or oscillatory with time. By further interpreting TVC in terms of general RSF theory by Ruina [J. Geophys. Res. 88 (1983) 10359], we obtained the relations between the parameters appearing in the phenomenological RSF law and the nondimensional parameters which characterize the nature of TVC. A further improvement of this approach might be important for estimating the actual values of frictional constitutive parameters at the deeper portion of seismogenic faults of interplate or inland earthquakes where a ductile deformation is expected to be significant.  相似文献   

地球偶极磁场成因新探讨   总被引：1，自引：0，他引：1  

田清孝  李世峰 《地球科学进展》1997,12(1):62-65

以地球内部结构为立论基础和现代物理学中的引力理论和粒子理论为理论根据,阐明了地球外壳与内核运动的差异性,进而提出了以摩擦起电为主的差速发电机制和地磁场的形成机理,总结出了地球内核旋转轴上任一点的强度计算公式和地磁极性的判别方法,并解释了地磁学中的磁轴问题、磁极漂移和地磁场的极
性转换。  相似文献   

Uplift‐restraining Friction Pendulum seismic isolation system     

Panayiotis C. Roussis  Michael C. Constantinou 《地震工程与结构动力学》2006,35(5):577-593

This paper extends the scope of seismic isolation by introducing an innovative uplift‐restraining Friction Pendulum system. Termed the XY‐FP isolator, the new isolation device consists of two orthogonal opposing concave beams interconnected through a sliding mechanism that permits tension to develop in the bearing, thereby preventing uplift. Owing to its distinct configuration, the XY‐FP isolator possesses unique properties for a seismic isolator, including uplift restraint, decoupling of the bi‐directional motion along two orthogonal directions, and capability of providing independent stiffness and energy dissipation along the principal horizontal directions of the bearing. The study concentrates on introducing the concept and establishing the underlying principles of operation of the new XY‐FP isolator, formulating the mathematical model for the XY‐FP isolator, and presenting its mechanical behaviour through a displacement‐control testing program on a single XY‐FP isolator. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

The April 1996 Irpinia seismic sequence: Evidence for fault interaction     

M. Cocco  C. Chiarabba  M. Di Bona  G. Selvaggi  L. Margheriti  A. Frepoli  F. P. Lucente  A. Basili  D. Jongmans  M. Campillo 《Journal of Seismology》1999,3(1):105-117

The analysis of the Irpinia earthquake of 3 April 1996 (ML = 4.9), based on strong motion and short period local data, shows that it was a normal faulting event located within the epicentral area of the MS 6.9, 1980, earthquake. It was located at 40.67° N and 15.42° E at a depth of 8 km. The local magnitude (4.9) has been computed from the VBB stations of the MedNet network. The moment magnitude is Mw = 5.1 and the seismic moment estimated from the ground acceleration spectra is 5.0 1023 dyne cm. Spectral analysis of the strong motion recordings yields a Brune stress drop of 111 bars and a corner frequency of 1 Hz. The source radius associated to these values of seismic moment and stress drop is 1.3 km. The focal mechanism has two nodal planes having strike 297°, dip 74°, rake 290° and strike 64°, dip 25° and rake 220°, respectively. A fault plane solution with strike 295° ± 5°, dip 70° ± 5°, and rake 280° ± 10° is consistent with the S-wave polarization computed from the strong motion data recorded at Rionero in Vulture. We discuss the geometry and the dimensions of the fault which ruptured during the 1996 mainshock, its location and the aftershock distribution with respect to the rupture history of the 1980 Irpinia earthquake. The distribution of seismicity and the fault geometry of the 1996 earthquake suggest that the region between the two faults that ruptured during the first subevents of the 1980 event cannot be considered as a strong barrier (high strength zone), as it might be thought looking at the source model and at the sequence of historical earthquakes revealed by paleoseismological investigations.  相似文献   

Simulation of the frictional stick-slip instability   总被引：7，自引：0，他引：7  

Peter Mora  David Place 《Pure and Applied Geophysics》1994,143(1-3):61-87

  相似文献   

Dilatancy and fracture induced velocity changes in rock and their relation to frictional sliding   总被引：1，自引：0，他引：1  

F. Rummel  H. J. Alheid  C. Frohn 《Pure and Applied Geophysics》1978,116(4-5):743-764

Summary Laboratory room temperature triaxial friction tests on sawcut granite and serpentinite specimens suggest that stick-slip at high confining pressures is preceded by dilatancy in the intact rock adjacent to the shear surface. By using a fast-reacting servo-loading system in combination with a high resolution digital computer recording system it is possible to obtain a more realistic picture of the stick-slip mechanisms and the stress drop associated with unstable slip. Fracturing in granite under biaxial loading leads to a significant anisotropy in dilation andP-wave velocity of the rock. Velocity decreases remarkably in the directions of minor principal stresses with no indication for velocity recovery before macroscopic shear fracture development.The results suggest that dilatancy and velocity anomalies may precede crustal earthquakes under certain tectonic conditions.

---

Zusammenfassung Triaxiale Scherversuche an polierten Scherflächen in Granit- und Serpentinitproben (Normaltemperatur) lassen schließen, daß instabile Gleitvorgänge auf den Scherflächen bei sehr hohen Manteldrücken mit vorhergehenden Auflockerungen (Dialatanz) des intakten Gesteins in der Umgebung der Scherfläche verbunden sind. Durch die Verwendung eines reaktions-schnellen Servobelastungssystems in Verbindung mit einem hoch-auflösenden digitalen Aufzeichnungssystem konnte erstmals ein Einblick in den tatsächlichen Ablauf des instabilen Gleitprozesses gewonnen werden. Der Bruch in Granit bei biaxialer Belastung führt zu einer signifikanten Anisotropie der Auflockerung des Gesteinsgefüges und damit der Geschwindigkeit seismischer Wellen. Die Geschwindigkeit derP-Wellen nimmt in Richtung der beiden kleineren Hauptspannungen mit fortschreitender Deformation kontinuferlich ohne Anzeichen eines Geschwindigkeitsanstiegs vor der Entwicklung des makroskopischen Scherbruchs ab.Die Ergebnisse lassen den Schluß zu, daß Dilatanz und damit verbundene Geschwindigkeitsanomalien Erdbeben in der Kruste bei bestimmten tektonischen Bedingungen vorangehen können.

  相似文献   

Volume changes during fracture and frictional sliding: A review     

W. F. Brace 《Pure and Applied Geophysics》1978,116(4-5):603-614

Summary Volume changes in geologic materials have been measured with strain gauges, cantilever displacement gauges, or through observation of either pore or total volume. When porosity is less than 0.05, compaction is small or absent; apart from elastic strains in the minerals, dilatancy predominates, beginning at 50 to 75 percent of the fracture stress difference. When initial porosity exceeds about 0.05, compaction and dilatancy may overlap. The onset of dilatancy has not been identified, but most of the dilatancy occurs within about 10 percent of the fracture stress difference. In low porosity rocks, dilatancy increases initial porosity by a factor of 2 or more; in porous rocks or granular aggregates the increase is only 20 to 50 percent. However, the actual pore volume increase is larger in rocks of high initial porosity. Hence, earthquake precursors which depend on the magnitude of dilatancy should be more pronounced in porous rocks or in fault gouge. In contrast, precursors which are based on fractional changes in some porosity-related property may be more pronounced in rocks of low initial porosity. Future work is particularly needed on constitutive relations suitable for major classes of rocks, on the effects of stress cycling in porous rocks, on the effects of high temperature and pore fluids on dilatancy and compaction, and on the degree of localization of strain prior to fracture.  相似文献   

Electrical resistivity changes in rocks during frictional sliding and fracture   总被引：3，自引：0，他引：3  

Chi-yuen Wang  P. N. Sundaram  Richard E. Goodman 《Pure and Applied Geophysics》1978,116(4-5):717-731

Significant changes of electrical resistivity of saturated rocks and water pressure along sliding surface occurred during stick-slips in our direct shear experiment. Two types of changes of electrical resistivity occurred. In the first, resistivity decreased with increasing shear stress, reached minimum together with a sudden release of shear stress and returned to a higher value immediately afterwards. In the second, resistivity again decreased with increasing stress but, in contrast to the first type of changes, it decreased further upon the sudden drop of shear stress. The magnitude and the direction of the changes of water pressure on the sliding surface during stick-slip were not uniform, indicating local variations of surface deformation.  相似文献   

Rock friction-effect of confining pressure,temperature, and pore pressure     

R. M. Stesky 《Pure and Applied Geophysics》1978,116(4-5):690-704

This paper reviews many of the mechanical properties of faulted and jointed rock under pressure and temperature and in the presence of water. At low effective confining pressures (below about 1 kilobar), the friction strength is quite variable and depends on the frictional resistance between gouge particles or asperities and on the dilatancy of the fault. At higher pressures the friction strength is nearly independent of mineralogy, temperature, and rate, at least for rocks whose friction strength is less than the failure strength. Water tends to slightly weaken the fault. The type of sliding motion, whether stick-slip or stable sliding, is much more affected by environmental and mineralogical factors. In general, stick-slip is dominant at high pressures and low temperatures, in the presence of strong minerals such as quartz and feldspar, in the absence of gouge, for lower surface roughness, and perhaps in the presence of water. The microscopic deformation mechanisms are poorly understood. At low temperatures, cataclasis dominates in rocks containing mostly quartz or feldspar, and plastic deformation in rocks containing mostly calcite or platy silicates. At high temperature most minerals deform plastically, producing a greater temperature-and rate-dependence of the friction strength. Glass has been found in some sliding surfaces in sandstone.  相似文献