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利用FLAC模拟了不同围压条件下圆形巷道的岩爆过程。为了模拟巷道开挖,利用编写的FISH函数删除巷道内部的单元。岩石服从摩尔库仑剪破坏与拉破坏复合的破坏准则,破坏之后呈现应变软化-理想塑性行为。模拟结果表明：当围压较低时,剪切应变集中区域呈圆环状,围岩能保持稳定,不出现剪切带;当围压增加到一定程度时,围岩中出现了“狗耳”形的V形坑,发生岩爆,但围岩也还能保持稳定;当围压进一步增加时,围岩中出现了多条狭长的剪切带,巷道的整个断面均遭到了破坏,发生强烈的岩爆。随着围压的增加,V形岩爆坑变大、变深,剪切带花样的对称性变差;在高围压时,剪切带花样与塑性力学中的滑移线网有类似之处。 相似文献
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运用岩石破裂过程分析RFPA^2D系统．研究了岩石介质宏观非均匀性（含裂纹）对宏观力学行为和微震序列类型的影响。通过对5种不同岩石介质结构的宏观非均匀性样本进行破裂过程的数值模拟,发现非均匀程度不同会产生不同地震序列类型,主要有：前震-主震-余震型、主震型和震群型。此外,对5种不同均质度系数的岩石样本破裂过程的模拟。结果表明,岩石介质结构的宏观非均匀性不仅对岩样宏观强度和宏观变形非线性行为有显著的影响,而且也显著地影响试样破裂模式。随着非均匀程度的降低,主破裂呈现脆断模式,而随着非均匀程度的增加而呈现韧性破坏特征。 相似文献
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The rapid release of strain energy is an important phenomenon leading to seismic events or rock failures during the excavation of deep rock.Through theoretical analysis of strain energy adjustment during blasting and mechanical excavation,and the interpretation of measured seismicity in the Jin-Ping Ⅱ Hydropower Station in China,this paper describes the characteristics of energy partition and induced seismicity corresponding to different energy release rates.The theoretical analysis indicates that part of the strain energy will be drastically released accompanied by violent crushing and fragmentation of rock under blast load,and this process will result in seismic events in addition to blasting vibration.The intensity of the seismicity induced by transient strain energy release highly depends on the unloading rate of in-situ stress.For mechanical excavation,the strain energy,which is mainly dissipated in the deformation of surrounding rock,releases smoothly,and almost no seismic events are produced in this gradual process.Field test reveals that the seismic energy transformed from the rock strain energy under high stress condition is roughly equal to that coming from explosive energy,and the two kinds of vibrations superimpose together to form the total blasting excavation-induced seismicity.In addition,the most intense seismicity is induced by the cut blasting delay; this delay contributes 50% of the total seismic energy released in a blast event.For mechanical excavation,the seismic energy of induced vibration(mainly the low intensity acoustic emission events or mechanical loading impacts),which accounts only for 1.5‰ of that caused by in-situ stress transient releasing,can be ignored in assessing the dynamic response of surrounding rock. 相似文献
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成核过程是地震机理研究的重要部分.通过岩石实验、高温高压和数值模拟认为,地震成核的临界尺度为大地震总破裂长度的十分之一,一般为10~20 km左右;地震成核时间从年到秒、甚至毫秒.本文利用山东省宁阳县华丰煤矿立体台网的岩爆观测,进行了公里尺度的破裂成核过程实验研究.通过对华丰煤矿1995年2月~1996年5月期间的地脉动记录和12000次小震记录资料的分析,计算了它们的地脉动、S波和P波振幅比以及S波波峰的到时差,得到ML=2.9矿震的成核时间为50天,成核临界尺度为5 km. 相似文献
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Qian Wang Xinxin Yin Changsheng Jiang Cong Jiang Yan Zhang Hongyu Zhai Yanbao Zhang Guijuan Lai Fengling Yin 《地震科学（英文版）》2021,34(3):286-298
In the new types of industrial activities including unconventional energy extraction associated with shale gas and hot dry rock, gas reservoir operations, CO2 geological storage, undergoing research on induced earthquake forecasting has become one of the forward positions of current seismology. As for the intense actual demand, the immature research on induced earthquake forecasting has already been applied in pre-assessment of site safety and seismic hazard and risk management. This work will review systematically recent advances in earthquake forecasting induced by hydraulic fracturing during industrial production from four aspects: earthquake occurrence probability, maximum expected magnitude forecasting, seismic risk analysis for engineering and social applications and key scientific problems. In terms of earthquake occurrence probability, we introduce statistical forecasting models such as an improved ETAS and non-stationary ETAS and physical forecasting models such as Seismogenic Index (SI) and hydro-mechanism nucleation. Research on maximum expected magnitude forecasting has experienced four stages of linear relationship with net injection volume of fluid, power exponential relationship and physical forecasting regarding fault parameters. For seismic risk analysis, we focus on probabilistic seismic hazard assessment and quantitative geological susceptibility model. Furthermore, this review is extended to key scientific problems that contain obtaining accurate fault scale and environmental stress state of reservoir, critical physical process of runaway rupture, complex mechanism of fault activation as well as physical mechanism and modeling of trailing effect. This work in understanding induced earthquake forecasting may contribute to unconventional energy development and production, seismic hazard mitigation, emergency management and scientific research as a reference. 相似文献
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—?Microseismic monitoring systems are generally installed in areas of induced seismicity caused by human activity. Induced seismicity results from changes in the state of stress which may occur as a result of excavation within the rock mass in mining (i.e., rockbursts), and changes in hydrostatic pressures and rock temperatures (e.g., during fluid injection or extraction) in oil exploitation, dam construction or fluid disposal. Microseismic monitoring systems determine event locations and important source parameters such as attenuation, seismic moment, source radius, static stress drop, peak particle velocity and seismic energy. An essential part of the operation of a microseismic monitoring system is the reliable detection of microseismic events. In the absence of reliable, automated picking techniques, operators rely upon manual picking. This is time-consuming, costly and, in the presence of background noise, very prone to error. The techniques described in this paper not only permit the reliable identification of events in cluttered signal environments they have also enabled the authors to develop reliable automated event picking procedures. This opens the way to use microseismic monitoring as a cost-effective production/operations procedure. It has been the experience of the authors that in certain noisy environments, the seismic monitoring system may trigger on and subsequently acquire substantial quantities of erroneous data, due to the high energy content of the ambient noise. Digital filtering techniques need to be applied on the microseismic data so that the ambient noise is removed and event detection simplified. The monitoring of seismic acoustic emissions is a continuous, real-time process and it is desirable to implement digital filters which can also be designed in the time domain and in real-time such as the Kalman Filter. This paper presents a real-time Kalman Filter which removes the statistically describable background noise from the recorded seismic traces. 相似文献
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运用岩石破裂过程分析RFPA2D系统，研究了岩石介质细观非均匀性对宏观力学行为的影响和微震序列特征. 通过对不同均质度系数m=1.1，1.5，2，3，5的5个样本进行破裂过程的模拟，发现均质度不同会产生不同地震序列类型，主要有：前震-主震-余震型、主震型和震群型. 此外，对5种不同均质度系数的岩石样本破裂过程的模拟表明，岩石介质的非均匀性不仅对岩样宏观强度和宏观变形非线性行为有显著的影响，而且也显著地影响试样破裂模式. 随着均质度系数的提高，主破裂呈现脆断模式. 同时介质的细观结构随机性，也对试样宏观破裂模式产生重要影响. 相似文献
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Based on a Chinese national high arch dam located in a meizoseismal region, a nonlinear numerical analysis model of the damage and failure process of a dam-foundation system is established by employing a 3-D deformable distinct element code(3DEC) and its re-development functions. The proposed analysis model considers the dam-foundation-reservoir coupling effect, infl uence of nonlinear contact in the opening and closing of the dam seam surface and abutment rock joints during strong earthquakes, and radiation damping of far fi eld energy dissipation according to the actual workability state of an arch dam. A safety assessment method and safety evaluation criteria is developed to better understand the arch dam system disaster process from local damage to ultimate failure. The dynamic characteristics, disaster mechanism, limit bearing capacity and the entire failure process of a high arch dam under a strong earthquake are then analyzed. Further, the seismic safety of the arch dam is evaluated according to the proposed evaluation criteria and safety assessment method. As a result, some useful conclusions are obtained for some aspects of the disaster mechanism and failure process of an arch dam. The analysis method and conclusions may be useful in engineering practice. 相似文献
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A Seismic Model of Casing Failure in Oil Fields 总被引：1，自引：0，他引：1
—We develop a seismic model that characterises the sudden tensional failure of oil-well casings. The energy released by the rupture of a well casing is transformed into heat and seismic energy. The upper bound of the seismic efficiency of this process is estimated at about 3%. The static situation at the completion of a casing failure episode is modelled by calculating the static displacement field generated by two opposing forces separated by an arm. The azimuthal patterns of these displacements and the change in the strain and stress fields caused by the force couple are described. The dynamics of the failure episode are modelled as a dipole with a seismic moment equivalent to the product of the average drop in shear stress, the failure surface, and an arm. The radiated P and S waves have mean-square radiation pattern coefficients of 1/5 for P waves and 2/15 for S waves. The displacement field as a function of time during rupture and the spectral properties in the far field are derived. The most promising seismic parameters that can be used for distinguishing between casing failure events and other possible events are polarisation properties of S waves and S/P amplitude ratios. S-wave polarisation distinguishes between shear events and casing failure events. S/P amplitude ratios distin guish between tensile events and casing failure events. 相似文献
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随着煤炭开采深度和强度的增大,冲击矿压已成为煤矿普遍的安全问题.具体针对煤矿冲击矿压的时空预测难题,进一步发展了微震多维信息的时空预测方法：首先,构建微震多维信息识别指标体系,包括优选的频次指标和新提出的震源集中程度、最大应力和总应力当量指标;其次,基于归一化方法、异常分级判别准则和时空统计滑移模型,分别获得各指标的时序曲线和空间云图;然后,采用R值评分法评估和检验各指标的预测效能,并依此赋予各指标权重;最后,应用综合异常指数方法,实时定量分析监测区域的冲击险状态、具体危险区域及等级.预测实例表明,该方法综合考虑了微震时、空、强要素,预测效能较高,并能从时序上定量描述监测区域的冲击危险状态,空间上定量反映监测时段内的冲击危险区域及等级,现场中指导实施防冲措施,在一定程度上解决了现场防冲措施实施的盲目性,从而进一步发展了煤矿冲击矿压的时空监测预报方法. 相似文献
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A numerical study on the influence that cracks and discontinuities (closed cracks) can have on the seismic response of a hypothetical soil–structure system is presented and discussed. A 2-D finite-difference model of the soil was developed, considering a bilinear failure surface using a Mohr–Coulomb model. The cracks are simulated with interface elements. The soil stiffness is used to characterize the contact force that is generated when the crack closes. For the cases studied herein, it was considered that the crack does not propagate during the dynamic event. Both cases, open and closed cracks, are considered. The nonlinear behavior was accounted for approximately using equivalent linear properties calibrated against several 1-D wave propagation analyses of selected soil columns with variable depth to account for changes in depth to bed rock. Free field boundaries were used at the edges of the 2-D finite-difference model to allow for energy dissipation of the reflected waves. The effect of cracking on the seismic response was evaluated by comparing the results of site response analysis with and without crack, for several lengths and orientations. The changes in the response obtained for a single crack and a family of cracks were also evaluated. Finally, the impact that a crack may have on the structural response of nearby structures was investigated by solving the seismic-soil–structure interaction of two structures, one flexible and one rigid to bracket the response. From the results of this investigation, insight was gained regarding the effect that discontinuities may have both on the seismic response of soil deposits and on nearby soil–structure systems. 相似文献
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Rockbursts are minor earthquakes induced due to mining operations. The seismic signals recorded using geophones in the near
field are generally saturated and are not suitable for estimating the true magnitudes. The strong-motion accelerograms recorded
due to rockbursts are therefore used to obtain the Wood-Anderson synthetic seismograms for getting accurate and reliable values
of the local magnitudes. Using several typical strong-motion accelerograms of rockbursts in the mines of Kolar Gold Fields,
the magnitudes have been computed in the present study. Correlations of peak ground acceleration and peak ground velocity
with the magnitude, studied for the rockbursts vis-à-vis the natural earthquakes in the Koyna dam area, suggest the mechanical
similarity between the two different types of events. The results and findings are described in this paper. 相似文献
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基于非线性屈服准则及主应力判据的圆形巷道围岩岩爆过程的数值模拟 总被引：1，自引：0，他引：1
鉴于考虑拉伸截断的线性莫尔-库仑屈服准则不能考虑岩石在高应力条件下的非线性屈服特征,根据虎克-布朗本构模型,将上述屈服准则在受压区的线性屈服函数修改为非线性形式。采用3种岩爆的主应力判据,判别圆形巷道开挖之后围岩中各种级别岩爆的分布及演变规律。计算采用＂先加载,后挖洞＂的方式,岩石服从弹—脆—塑性本构模型。研究发现,发生高级别岩爆的单元数少于发生低级别岩爆的单元数;轻微岩爆区的形态更接近于塑性区及剪切应变增量的高值区。根据巴顿判据,发生重岩爆的单元数较多,而且主要发生的是拉伸岩爆;根据陶振宇判据,发生轻微及中等岩爆的单元数均多于根据谷明成-陶振宇判据判别的结果。上述两种判据判别的结果均表明,在不考虑拉伸岩爆的条件下,只有位于围岩内部的单元才有可能发生高级别的岩爆,而位于巷道表面的单元一般仅发生轻微岩爆。 相似文献
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W. D. Ortlepp 《Pure and Applied Geophysics》1992,139(3-4):677-695
Mining of a highly-stressed remnant in a deep South African gold mine was accompanied by considerable seismic activity and some significant rockbursts. The larger seismic events were registered some 60 km away at a WSSN station and several shear ruptures corresponding to these events were encountered during mining operations.A careful study based on detailed exploration of two of these ruptures proved them to be the source of two of the larger rockbursts.Certain striking features revealed by a scanning electron microscopic study of some of the fresh cataclastic rock-flour forming part of the comminuted filling of these ruptures provide strong evidence of violent shock rebound phenomena in the faulting process. This interpretation could provide useful insight into earthquake source mechanisms and also has practical significance in the understanding of mine rockbursts. 相似文献
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Markus Bth 《Physics of the Earth and Planetary Interiors》1975,10(4):369-376
Short-period fundamental-mode Rayleigh waves (Rg) are generally well recorded by short-period seismographs within about 600 km of seismic events, such as explosions, rockbursts and earthquakes, which occur in the upper 3 km of the crust. Studies of these waves from records at the Swedish seismograph network revealed their usefulness to elucidate both path and source properties. They exhibit normal dispersion which requires a superficial low-velocity layer of about 1 km thickness, in part probably weathered and fractured granite. This layer has considerably higher attenuation than underlying more competent rock. The existence of Rg in regional short-period records is a reliable indication of shallow focal depth, and, provided adequate calibration is available, quite accurate depth estimation would be possible from the amplitude ratio of Rg to Sg1. 相似文献
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Following its plinian eruption on 18 May 1980, Mount St Helens (Washington State, USA) entered a period of intermittent lava-dome
extrusion until 1986. Renewed extrusion was frequently preceded by accelerating rates of seismicity, with more precursory
seismicity observed prior to eruptions later in the sequence. Here the failure forecasting method (FFM) is used to investigate
changes in the observed rate of volcano–tectonic (VT) seismicity. The analysis indicates that: (1) all VT crises resulted
in an eruption within 3 weeks (usually less than 10 days), (2) the majority of eruptions had VT precursors, and (3) patterns
of precursory seismicity showed fluctuations about the ideal model trend. Thus, although these seismic events could be used
to warn of an impending eruption, specific forecasts were subject to an uncertainty of weeks or more. It is proposed that:
(1) increased seismicity prior to later eruptions is a result of a larger and more solidified dome acting as a greater impediment
to magma ascent; (2) the consistency of seismic swarms resulting in an eruption indicates that stresses high enough to initiate
fracturing in the country rock and lava dome carapace were only achieved once the approach to an eruption had already begun;
and (3) discrepancies between models of accelerating rock fracture and the observed seismicity may arise due to a significant
amount of the rocks deforming through ductile mechanisms rather than seismogenic fracture. 相似文献
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V. V. Adushkin G. G. Kocharyan V. A. Novikov 《Izvestiya Physics of the Solid Earth》2016,52(5):637-647
We present the data of the laboratory experiments on studying the regularities of gradual transition from the stick-slip behavior to aseismic creeping on the interblock boundary. The experiments show that small variations in the material composition in the principal slip zones of the faults may cause a significant change in the fraction of seismic energy radiated during the dynamic unloading of the adjacent segment of the rock mass. The experiments simulate interblock sliding regimes with the values of the scaled kinetic energy differing by a few orders of magnitude and relatively small distinctions in the strength of the contacts and in the amplitude of the released shear stresses. The results of the experiments show that the slip mode and the fraction of the deformation energy that goes into the seismic radiation are determined by the ratio of two parameters—the stiffness of the fault and the stiffness of the enclosing rock mass. An important implication of the study for solving the engineering tasks is that for bringing a stressed segment of a fault or a crack into a slip mode with low-intensity radiation of seismic energy, the anthropogenic impact should be aimed at diminishing the stiffness of the fault zone rather than at releasing the excessive stresses. 相似文献