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对临沂市莒南县砂岩进行经历25~850℃高温作用后的力学试验。结合扫描电镜技术对高温作用后砂岩试样的物理力学性质和微观结构的变化规律进行观察。研究表明:砂岩的峰值强度在25~400℃间存在一定的波动,但整体上变化不大;在400℃以后,试样的峰值强度开始迅速下降;砂岩试样的变形位移总体上随处理温度升高而增大,在400℃以前变化不大,当温度高于400℃后峰值强度对应的位移迅速增加。扫描电镜图片显示当加热温度越高时砂岩微观孔隙越多,特别是在500℃时,部分颗粒胶结物已经遭受破坏。 相似文献
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砂岩的热开裂研究具有广泛的工程背景，本文实时在线观察和研究了不同温度作用下平顶山砂岩的热开裂：温度低于150℃时，砂岩几乎不发生热开裂；温度从150℃升高到300℃过程中大量的热开裂发生.而不同的矿物成分发生热开裂的阈值温度不完全相同，因此热开裂的阈值温度或者阈值温度范围只具有统计意义.砂岩热开裂主要与矿物成分的热学与力学性质有关，除了受到矿物热膨胀不匹配及热膨胀各向异性的影响，更重要的还受到矿物颗粒形状的影响，如热开裂多发生在矿物颗粒的短轴方向、优势结晶取向、颗粒奇异界面等，且热开裂的分布具有随机性.实验还观察到砂岩表面微缺陷发生闭合的全过程，在冷却过程也有微裂纹形成等现象. 相似文献
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在济南辉长岩的三轴压缩实验(3=1.3kb)中, 通过显微镜观测了岩石内部微裂纹的发展.实验结果说明, 在低应力状态下, 微裂纹主要出现在岩石矿物结晶颗粒内部, 其方向主要取决于矿物颗粒的结晶学形态.当应力达到岩石强度80%左右时, 在样品中部某一对角线附近, 微裂纹密度较高, 出现一些穿过几个矿物颗粒的微断层.微断层的取向与外力应力场有明显的关系, 一般与1成40左右的夹角.本实验还同时测量了样品弹性波的速度(Vp, Vs)和体积变化.实验表明, 岩石内部微裂纹的发展以及微裂纹对岩石物理性质所产生的影响, 是与晶体颗粒的尺度有关. 相似文献
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在地铁、高速铁路等基础设施的快速发展下,长期滞弹性微损伤累积效应应引起人们的关注,尤其是对动载和高频效应的关注.本文在频率0.01～1000 Hz、温度-50～200℃内研究了弹性范围内的饱和砂岩、大理岩,在强迫共振、单轴循环加载下的温度和频率的滞弹性行为的弛豫衰减峰.结果显示,弹性模量和波速随温度的升高而下降,且下降梯度比一般岩石的力学实验结果要陡;随着频率提高,弹性模量和波速显著增大,频散效应会加强.该结果反映了在应力诱导下岩石内部微缺陷等微损伤之间的运动和相互作用的微观过程,该过程会导致微结构变化,进而引起微观的位移,产生微损伤;微损伤经历一段时间或很长时间的积累过程,就可能造成疲劳损伤断裂.岩石内部微观结构的非均匀性和矿物晶粒间界等缺陷是最薄弱的部位,在循环应力作用下再次形成新的微裂纹系统,从而加速损伤的积累,引起断裂.除此之外,岩石中多种渠道的残余应力会导致疲劳损伤;振动频率的提高,也会加速岩石的损伤;结合温度升高的综合效应会引起岩石内部微裂纹增长,导致岩石微结构变化并引起微损伤,虽然这是在屈服点以下引发的滞弹性微损伤,但最终它们都将使岩石的品质劣化. 相似文献
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为进一步明确岩石破裂电磁辐射频率特征,基于岩石破裂电磁辐射是由岩石破裂时传播裂纹引起原子扰动产生的假说, 通过断裂力学理论中小范围屈服条件下张开位移法计算岩石破裂时的裂纹宽度,由单脉冲电磁辐射频率与裂纹宽度之间的关系,研究电磁辐射频率与岩石属性参数之间的关系,并给出了它们之间的关系表达式;单独讨论了不同属性参数对电磁辐射频率的影响.结果表明,电磁辐射频率随弹性模量增大而增大,随岩样尺寸和强度增大而减小,随泊松比的变化、岩石弹模的不同电磁辐射频率有变化;当弹模较小时,泊松比的影响也较小,而当弹模很大,即岩石刚度很大时,泊松比的增大会导致频率的增大;裂纹初始长度的变化受试件尺寸的影响,进而影响频率,当尺寸较大时,裂纹长度对频率影响较小,当尺寸较小时,频率随裂纹长度增大而增大.通过计算几种常见岩石破裂时电磁辐射频率值发现,岩石破裂时电磁辐射频率达到105 Hz量级,这与现有的实验结果相吻合. 相似文献
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岩石受载内部微裂纹扩展及其震源机制反演有助于认识宏观裂纹扩展过程的非线性断裂力学行为.借助声发射监测手段,本文建立了仅涉及微裂纹张开/闭合和剪切滑移的位移不连续震源模型,通过各位置处传感器耦合质量标定及点源远场P波矩张量反演获得了含预制裂纹砂岩受载过程的震源机制解及时变响应特征,在全局坐标系下分析了微裂纹的三种断裂力学行为.结果表明:在位移不连续模型中,震源矩张量特征值与试样泊松比之间必须满足特定约束条件,该约束条件下的优化问题可采用拉格朗日乘子和Levenberg-Marquardt迭代法求解;受载砂岩裂纹扩展过程中,声发射震源以剪切滑移机制占优,微裂纹空间取向及运动方向与试样宏观主裂纹夹角平均值分别为40.9°和17.7°;对微裂纹体积分解表明岩体微观破裂机制以沿X方向I型张开为主,而沿Y方向的II型断裂滑移方向与试样全局变形方向相一致,由于试样内部晶粒分布非均质性造成了少量沿Z方向的III型平面外微裂纹滑移行为;受载砂岩裂纹扩展过程中微裂纹模式角与震源极性值变化趋势一致、利用震源震级评估的局部应力降值与实验观测结果相吻合,这两者均表明了位移不连续模型在震源机制定量反演中的适用性. 相似文献
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本文对济南辉长岩经历不同应力途径后岩石晶粒内的微破裂特征的观测进行了研究.实验中岩石样品首先承受较高的围压(使应力差达到岩石强度的80%),然后分别按 A,B,C 三种途径进行实验.三种途径已在另一文中作了叙述(见地震学报第2卷第3期237页).实验结束后,将岩石样品切开,制成标准薄片及光片.通过显微镜的观测发现,三种应力途径所引起的微破裂性质明显不同.在 B 型实验中,长石晶粒内的微裂纹表现得短小,其长度多数不超过长石晶粒短轴的长度.整个岩石样品内微裂纹的分布密集于较小的范围内.在 C型实验中,倾斜裂纹数量增多,长石晶粒中的裂纹比 A 和 B 实验更长和更多,出现一种星状的微裂纹.观测到的辉长岩的微观现象可能说明与岩石标本过密、超膨胀现象有关. 相似文献
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裂纹系微破裂集结和动态扩展的实验研究 总被引：3，自引：0，他引：3
研究了裂纹系的动态破裂,重点考察了裂纹系相互作用.选用大理石、玻璃为实验材料,将其加工成薄板状,并在板内预制各种不同形态的裂纹系,在单轴压下用可见光透视观察裂纹系动态相互作用的破裂过程.实验中发现,岩石的动态破裂过程和玻璃有很大差别,岩石的裂纹系动态相互作用后期是通过微破裂演化来实现的,而在玻璃中观察不到.裂纹系的不均匀应力场分布是破裂演化的初始原因.通过实验,给出大理石材料中各种不同形态裂纹系的动态破裂演化的全场过程图像,直观地揭示了含裂纹系岩石变形破坏的实质.实验显示了不同几何形态的裂纹系的破裂发育过程有明显区别.在微破裂集结时,周围的破裂部分闭合.因此,用二维模型描述的微破裂图像和实际有很大出入.为了消除这个差距,必须研究三维破裂.本文的实验结果表明,裂纹(断层)不能起到阻碍破裂扩展的作月;裂纹(断层)作为障碍体,和预存裂纹之间存在强烈的相互作用,使得样品的强度降低几乎一个量级.讨论了上述结论对于认识地震(包括矿震)断层行为的意义. 相似文献
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用临界点理论讨论应变能加速释放现象和孕震区尺度 总被引：1，自引：0，他引：1
20世纪 80年代后期 ,地震的临界现象研究成为地震学界的热点之一。Hirata等 ( 1 987)通过大量实验和观测结果得出结论 :接近破裂的岩石与铁磁模型的二阶相变具有本质上的联系。岩石中的应力参数类似于铁磁相变中的温度参数 ,即低应力状态时 ,微裂纹随机产生且微裂纹之间关联程度较低 ;当应力达到岩石的破裂强度时 ,裂纹相互关联 ,裂纹大小呈幂率 (分形 )分布。根据临界点理论 ,地震孕育过程是一种临界现象 (Vere Jones ,1 977;Sornette ,etal.,1 990 ;1 995;Rundle ,etal.,1 999;Jaume ,etal.,1 999) ,但地壳并不总是处于临界状态。随着… 相似文献
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利用太原理工大学和中国工程物理研究院应用电子学研究所最新共同研制的μCT225kVFCB型高精度（μm级）CT试验分析系统,对油页岩从常温到600 ℃高温下的热破裂过程进行了显微观测和分析,揭示了抚顺油页岩的热破裂阈值温度为300 ℃附近.当温度低于300 ℃时,已可见到极少数较小的微裂隙出现,裂隙多发育于原生层理面以及硬质矿物颗粒的周围,形成的破裂面基本上都与层理面互相平行.当温度超过300 ℃,由于受到热分解化学反应的控制,裂隙的数量、长度和宽度剧烈增加,呈现广泛发育、集中爆发的特点,并使原有裂隙迅速延展和贯通,且裂隙面仍具有与层理面平行的特点,这是油页岩热破裂的典型特征;同时,也形成了许许多多垂直于层理方向的微小裂隙,小裂隙与大裂隙的搭接连通,形成了一个庞大的连通网络结构,从根本上提高了油页岩的渗流能力. 相似文献
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A laboratory study has been used to investigate relationships between salts and contour scaling—a weathering feature commonly observed on rock surfaces in salt-rich environments. Surface disaggregation and essentially surface-parallel cracks were produced in sandstone blocks using 10 per cent solutions of sodium sulphate and magnesium sulphate applied daily to single exposed surfaces for sixty days. A control block soaked once in saturated magnesium sulphate and subsequently wetted daily with distilled water showed extensive surface disaggregation, but no cracking. Both surface disaggregation and subsurface cracking were associated with relative concentrations of microcrystalline salt. A tentative model of contour scaling is proposed, which involves linking together potential cracks by salt-induced fracturing of intervening, crack-stopping grains. Further control blocks treated respectively with 10 per cent and saturated sodium chloride showed no evidence of subsurface cracking and only limited surface disaggregation of the ‘saturated’ block. 相似文献
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应用µCT225kvFCB型高精度(µm级)CT试验分析系统,对直径1 mm的瘦煤从18 ℃到600 ℃高温下的热破裂过程进行了显微CT观测和分析.发现了瘦煤的热破裂规律:300 ℃煤样中大量小的孔隙贯通成大的孔隙团,因此瘦煤的热破裂阈值在300 ℃附近,从常温到300 ℃煤样的孔隙率增加了0.5倍左右.研究了煤样在100~600 ℃范围内热破裂孔隙分布的分形规律,研究发现:从100 ℃到600 ℃,煤样的分形维数D随温度升高呈现先减小、后增加的趋势.孔隙的演化规律:由初始较规则的小孔隙变形,过渡到大量较规则、小孔隙贯通成不规则的大的孔隙团,之后孔隙团缩合减小趋于规则.分布初值的对数随温度升高呈现先降低后增加的趋势;从18 ℃到600 ℃孔隙数量的演化规律为先减小后增加. 相似文献
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Sefid‐rud concrete buttress dam with a height of 106 m was damaged during the devastating 1990 Manjil earthquake. The dam was repaired and strengthened using epoxy grouting of cracks and the installation of post‐tensioned anchors. In a previous study, nonlinear seismic response of the highest monolith with empty reservoir was investigated experimentally through model testing. A geometric‐scaled model of 1:30 was tested on a shaking table to study dynamic cracking of the model. As a result of the similarity between model and prototype cracking pattern, the model was retrofitted according to prototype retrofitting plan after the Manjil earthquake and re‐tested on shaking table to estimate the current safety of the prototype. Experimental test results showed that the post‐tensioning resulted in a significant decrease in dynamic responses in terms of crest displacement and measured strains of the retrofitted model in comparison with its corresponding responses at the first test. No cracking was observed in the retrofitted model when the base motion peak acceleration exceeded a value that was 22% higher than the one caused cracking in the first model. This can be interpreted as the efficiency of prototype post‐tensioning system in evaluating the seismic safety of Sefid‐rud dam. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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In this study, frozen red sandstone specimens were impacted by a Split Hopkinson bar(SHPB), with a velocity of 4.558 ～ 6.823 ms~(-1). The temperature of the specimens was maintained at-15 °C during the experiment. For comparison purposes, static uniaxial compression tests were conducted in advance using a freezing triaxial test machine. Four stress-strain curves were obtained in different average strain rates. The test results suggested that when the average strain rate is low, the specimen strength changes gradually; but when it is high, its strength changes rapidly. When the average strain rate is 120.73 s~(-1), the peak value of stress is as high as 82.96 MPa, which is about two times that of the static compressive strength of 44.1 MPa. A constitutive model was established that was composed of the damaged, viscoelastic and spring bodies, and revealed the variations of compressive strength and strain for the frozen red sandstone under different high strain rates. The test results also showed that the failure form was correlated to the average strain rate of the frozen red sandstone. When the average strain rate is low, the damage was only distributed on the specimen's edges. However, as the average strain rate increases, the damage range extended to the central parts of the specimen. When the average strain rate reached 107.34 s~(-1), the specimen was smashed. 相似文献
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A method is reported for the production of synthetic porous sandstones containing cracks of known dimensions and geometry with respect to the matrix. A synthetic sandstone was manufactured from Sand cemented with an epoxy glue. The cracks of known geometry were introduced into the material in the manufacturing stage, by emplacing thin metallic discs in the Sand-epoxy matrix. These discs were chemically leached out of the consolidated porous sandstone. Acoustic anisotropy. and shear-wave splitting were observed in the synthetic sandstones. For the dry sample the observed angular dependence of the P- and S- wave velocities (at 100 kHz) compares well, qualitatively, with the theoretical models of Hudson and of Thomsen. Quantitatively, however, the experimental data fits Hudson's model better. For the case of a saturated sample the experimental results are in excellent agreement with Thomsen's model. Hudson's model, on the other hand, predicts a different angular dependence for P-waves. This demonstrates that the concept of fluid transfer between cracks and the ambient porosity can be a significant process. The results reported here are from the first successful experiment in which the theoretical models were tested on a porous material containing a known crack geometry. 相似文献
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There are mainly 3 kinds of existing states of oil generating from source rocks, that is, dispersive liquid hydrocarbon inside of source rock, dispersive liquid hydrocarbon outside of source rock and concentrated liquid hydrocarbon outside of source rock. Because of the differences in thermal history and medium conditions around, and the interaction of organic and inorganic matter, the liquid hydrocarbon with 3 kinds of existing state has different cracking conditions. The gas generation dynamics experiments of crude oil matching different mediums indicate that the distribution of activation energy of methane changes a lot according to medium difference. The carbonate has a main influence on oil cracking conditions and can largely reduce its activation energy, which reflects the lower cracking temperature of crude oil. The mudstone takes a second place and the sandstone is the smallest. The catalytic cracking function to the oil of the carbonate, of the mudstone and of the sandstone changes weaken in turn. The corresponding R o values of main gas generation period in different mediums are as follows: 1.5%–3.8% with pure crude oil, 1.2%–3.2% with dispersive crude oil in carbonate, 1.3%～3.4% with dispersive crude oil in mudstone and 1.4%–3.6% with dispersive crude oil in sandstone. The influence of pressure to crude oil cracking is relatively complicated. In the low heating speed condition, pressure restrains the oil cracking and gas generation, but in the high heating speed condition, pressure has an indistinctive influence to the oil cracking and gas generation. Pressure also makes a different effort in different evolvement stage. Taking the middle and lower Cambrian source rocks in the Tarim Basin as an example, primary oil generating quantity is 2232.24×108t, residual oil and oil cracking gas quantity is 806.21×108t and 106.95×1012m3 respectively. 相似文献
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The Bridgman ring experiment, in which a hard rubber ring slipped over a steel rod was observed to split when subjected to a hydrostatic confining pressure, was repeated with Pyrex glass rings. Three cases were studied, in which (a) both ring and rod were unjacketed, (b) the inner wall of the ring was sealed from the pressure medium and (c) both rod and ring were completely jacketed. In the first two cases the ring was observed to split abruptly, with a single axial crack when confining pressure reached a critical level. In the third case no abrupt failure occurred, but a number of axial cracks were found to have formed, grown stably, but not penetrated the outer wall of the ring. The first two cases are explained by hydraulic fracturing of the ring. Observations and analysis indicate that in the third case the cracks started at flaws on the inner surface of the ring and propagated outwards in a stable manner. This case, in which a tensile crack propagates in an all-around compressive stress field, provides some insight into axial cracking of rock in triaxial compression and tensile failure of rock under radial shock loading. 相似文献