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1.
北京有大量采用房山大理岩制造的石质文物,这使得北京大理岩力学性质的研究对于科学指导文物保护和修复具有重要意义。但由于文物本体取样困难,难以获得其力学参数。因此本文对北京大理岩的物理、力学参数进行测试,通过建立物理参数和力学参数的回归方程,实现利用物理参数评价力学参数的目的。以北京大理岩中的青白石和汉白玉为研究对象,对8个边长为150 mm立方体试样进行施密特回弹测试,对40个Ф50 mm×100 mm的圆柱体试样进行里氏硬度、纵波波速测试和单轴压缩试验,得到了大理岩的回弹值、里氏硬度值、纵波波速与单轴抗压强度、弹性模量。分别以单轴抗压强度和弹性模量为因变量,选择单个或两个物理参数作为自变量建立回归方程。通过对比相关系数发现:（1）对于单个物理参数,单轴抗压强度与D探头里氏硬度值的相关性最好,而弹性模量与回弹值的相关性最好;（2）对于两个物理参数,单轴抗压强度（或弹性模量）都与回弹值和D探头里氏硬度值的组合相关性最好。 相似文献
2.
Crack Coalescence in Molded Gypsum and Carrara Marble: Part 2—Microscopic Observations and Interpretation 总被引：9，自引：3，他引：6
Experimental uniaxial compression loading tests were conducted on molded gypsum and Carrara marble prismatic specimens to
study the cracking and coalescence processes between pre-existing artificial flaws. The study showed that material had an
influence on the cracking and coalescence processes (see the companion paper in this issue). As reported in the companion
paper, one of the pronounced features as observed in the high-speed video recordings was the development of macroscopic white
patches prior to the development of observable cracks in marble, but not in gypsum. This paper (part 2) deals with the microscopic aspects of the study. Specifically, the scanning electron microscope (SEM) and the environmental scanning electron microscope
(ESEM) imaging techniques were used to study the microscopic development of white patches and their evolution into macroscopic
tensile cracks and shear cracks in marble, and the microscopic initiation of hair-line tensile cracks and their evolution
into macroscopic tensile cracks in gypsum. The microscopic imaging study in marble showed that the white patches were associated
with extensive microcracking zones (process zones), while the extent of process zone development in gypsum was limited. The
comparison of the macroscopic and microscopic results indicates that the different extent of microcracking zone development,
related to the material textural properties, is a key factor leading to different macroscopic cracking behavior in gypsum
and marble.
相似文献
| H. H. EinsteinEmail: |
3.
Brinell indentation tests were performed on Montney siltstone, and the results were compared with discrete element indentation simulations that use the micro-parameters calibrated using compression test data from the same siltstone samples. The simulated proppant indentation into the rock surface can be 15% less than the laboratory measurements. A lower effective particle–particle modulus and thus a lower Young’s modulus are needed in discrete element models for proper simulation of indentation. An equation to find the appropriate value of Young’s modulus for indentation simulation is proposed using Brinell indentation tests including 198 laboratory tests and 32 discrete element simulations. This equation can improve the prediction of Young’s modulus and thus the particle–particle effective modulus for indentation simulations to match the measured force–indentation depth curve in the laboratory. Using the improved micro-parameters, a parametric analysis of the influence of rock Young’s modulus and proppant particle size on proppant embedment was performed. An equation to estimate Brinell hardness as a function of Young’s modulus and closure stress was derived. A practical procedure was developed to predict proppant embedment from the estimated hardness. The predictions agree with the laboratory measurements in a case study on the Montney Formation.
相似文献4.
5.
Determination of unconfined compressive strength and Young's modulus of porous materials by indentation tests 总被引：1，自引：0，他引：1
The formation of a compacted zone under the indenter seems to be the major factor controlling the indentation process in porous rocks. In the case of very porous materials, where the pore structure fails and deformation (by structural collapse) proceeds with almost no increase in the applied load and with very limited damage to the surrounding material, no chipping is observed. The extent of the compacted zone is controlled by the porosity of the material and by the strength of its porous structure. This paper presents an interpretation model developed by the authors to obtain the uniaxial compressive strength of porous materials from the results of indentation tests. It is based on the model proposed by Wilson et al. (Int. J. Mech. Sci., 17, 1975, 457) for the interpretation of indentation tests on compressible foams and on an estimation by the authors of the extent of the compacted zone under the indenter. The results of indentation tests can also be used to obtain the Young's modulus of the material with a model proposed by Gill et al. (Proceedings of the 13th Canadian Symposium on Rock Mechanics, 1980, 1103). Uniaxial compression and indentation tests have been performed on artificial porous materials showing porosities varying between 44 and 68%. The uniaxial compressive strength values obtained from both types of test show a very good agreement. For the Young's modulus, the values obtained from the two types of test are different but the variation of the moduli with porosity is the same. Finally, a parameter called permanent penetration modulus is proposed as a means of characterizing the uniaxial compressive strength of porous materials. 相似文献
6.
锦屏二级水电站深埋隧洞中大理岩洞段处于高水压力和高应力环境中, 该段在施工过程中多次发生严重突水灾害。对该段大理岩的高水压条件岩石力学试验表明, 高水压条件下, 岩石应力-应变曲线在峰值应力附近出现明显平缓段, 应力降大, 岩石峰值强度及脆性破坏后破碎程度随水压力升高而升高, 岩石试件以压致拉裂破坏为主。基于高水压条件下裂纹周边应力解析分析, 认为裂隙中高水压力存在降低了裂隙尖端附近高应力集中效应, 与加载方向一定小夹角范围内的微裂隙尖端附近最大拉应力集中程度接近, 这使得岩石中应变能可进一步积累、压致拉裂型微裂隙数量进一步增加, 岩石呈脆性破坏, 并且破碎程度明显增加。研究工作对深埋隧洞突水灾害防治及强降雨诱发高速滑坡灾害预防具有重要的理论和现实意义。 相似文献
7.
APPLICATION OF A SPLITTING FRACTURE MODEL TO THE SIMULATION OF ROCK INDENTATION SUBSURFACE FRACTURES
A two-dimensional fracture model based on micro-fracture mechanics is applied to the Hertzian indentation stress field to simulate subsurface fractures in an axi-symmetrical plane. The simulation of fracture development reveals quantitatively the effects of loading force, mechanical properties of the rocks, and original micro cracks on the formation of subsurface fractures. The distribution patterns of the subsurface fractures are determined by the magnitudes and trajectories of the indentation stresses. Lateral confinement prohibits the fracture development. Simulations of the subsurface fractures in granite and marble are in good agreement with the indentation experiments. © 1997 by John Wiley & Sons, Ltd. 相似文献
8.
Summary The Fracture process zone in compact tension specimens of Indiana limestone was investigated to study its effect on the fracture mechanics parameters in such materials. Specimens were tested up to the peak load, and propagation of the crack from a preexisting notch was monitored. Experiments were designed to study the two features of the fracture process zone in rocks: ligament connections and microcracking.To observe this zone with high sensitivity and accuracy, laser interferometry methods were adopted. Holographic Interferometry was used to observe initial crack propagation. To obtain more quantitative measurements of the displacement field, in realtime, the recently developed technique of electronic speckle pattern interferometry was applied. This technique can provide continuous video recording of the interferometric fringe pattern, depict the evolution of the fracture process, and measure profiles of crack opening displacements.The macroscopic observations of full-field displacement by the laser techniques were supplemented by post mortem observation of the fracture region under a scanning electron microscope. Regions around the crack were studied after the test for possible presence of microcracks.An interactive finite element code was used to compute the stress intensity factors of the propagating crack-tip and displacements. Finite element computations were used to evaluate the effect of the process zone on crack propagation. 相似文献
9.
Preexisting flaws and rock heterogeneity have important ramifications on the process of rock fracturing and on rock stability in many applications. Therefore, there is great interest in numerical modelling of rock fracture and the underlying mechanisms. We simulated damage evolution and fracture propagation in sandstone specimens containing a preexisting 3-D surface flaw under uniaxial compression. We applied the linear elastic damage model based on the unified strength theory following the rock failure process analysis code. However, in contrast to the rock failure process analysis code, we used the finite element method with tetrahedron elements on unstructured meshes. It provided higher geometrical flexibility and allowed for a more accurate representation of the disk-shaped flaw with various flaw depths, angles, and lengths through locally adapted meshes. The rock heterogeneity was modelled by sampling the initial local Young's modulus from a Weibull distribution over a cubic grid. The values were then interpolated to the computational finite element method mesh. This method introduced an additional length scale for the rock heterogeneity represented by the cell size in the sampling grid. The generation of three typical surface cracking patterns, called wing cracks, anti-wing cracks, and far-field cracks, were identified in the simulation results. These depend on the geometry of the preexisting surface flaw. The simulated fracture propagation, coalescence types, and failure modes for the specimens with preexisting surface flaw show good agreement with recent experimental studies. 相似文献
10.
11.
煤层开采过程中,开采工作面围岩一定范围内的岩体会产生卸荷裂缝或新裂隙,其中有一部分裂缝和裂隙存在张开的经历。由于张开的裂隙和缝隙内没有力的传递介质,在这些裂缝、裂隙附近区域的应力会从因重力引起的应力大值降低到一个很小的值,但不一定会达到应力为0值。裂缝、裂隙附近区域的应力由于之后的应力重分布可以发生调整而振荡,裂缝、裂隙相应地可以闭合,甚至可以承受很大的剪应力。基于一部分采动张开裂隙附近区域的应力大值曾经历过大幅度卸载到一个很小值这一动态过程,提出了一种识别采动裂隙带发育的动态应力追踪方法。以宁夏石嘴山矿区三号煤层为工程背景,利用离散元UDEC软件包计算确定煤层开采过程中覆岩内部不同开采阶段的应力分布。借助于后处理软件TechPlot,利用提出的动态应力追踪方法,识别该矿采动裂隙带的范围和高度;研究结果表明,所提出的动态应力追逐方法具有可行性和很好的适用性。 相似文献
12.
This paper presents the results of a study on the use of nanoindentation test to characterize the strain rate-dependent compressive response of asphalt concrete. Nanoindentation is now widely used for characterization and testing of composite as well as single-phase materials. Using a small piece of sample, nanoindentation tests can evaluate material behavior and structure in terms of the elasticity, time-dependent response, yield strength, damage, crack advance, debonding, and fatigues. In this study, a mixture of asphalt and calcium carbonate filler powder filling the intergranular void space of the asphalt concrete was characterized in terms of strain rate sensitivity at room temperature. The indentation hardness is observed to continuously decrease during constant indentation strain rates, but the hardness response clearly indicates positive strain rate dependency when compared at the same indentation depths. Following the constant strain rate tests, indentation creep response of the asphalt–filler mixture was tested at constant load conditions. The strain rate sensitivity values characterized from double logarithmic relationships between indentation hardness and strain rate during constant strain rate and constant load tests are comparable with that determined from uniaxial compression test of cylindrical asphalt concrete samples. The observed indentation size effect on hardness value was analyzed based on an existing size effect model. The size effect in the asphalt–filler mixture, which is stronger than that defined by the model, could be attributed to a plastically graded surface of asphalt–filler sample. 相似文献
13.
Per-Arne Lindqvist 《Rock Mechanics and Rock Engineering》1984,17(2):97-112
Summary Indentation stress fields of one- and two-point loads applied on an ideal elastic half-space are presented. Laboratory observations, although few, are in surprisingly good agreement with long median and cone-type tensile cracks predicted by normal principal stresses. Results indicate that simultaneous loading by multiple indenters offers a possibility partly to control the direction and length of such cracks. This suggests the development of new cutter configurations with a possible increase in efficiency, as compared with present rock boring and rock cutting practice. A simple fracture mechanics calculation of the length of subsurface cracks is performed by applying indentation fracture studies of ceramics. Results demonstrate the influence of material parameters such as fracture surface energy, hardness and elastic constants. 相似文献
14.
The deformation history of a monophase calcite marble shear zone complex on Thassos Island, Northern Greece, is reconstructed by detailed geometric studies of the textural and microstructural patterns relative to a fixed reference system (shear zone boundary, SZB). Strain localization within the massive marble complex is linked to decreasing P–T conditions during the exhumation process of the metamorphic core complex. Solvus thermometry indicates that temperatures of 300–350°C prevailed during part of the shear zone deformation history. The coarse-grained marble protolith outside the shear zone is characterized by symmetrically oriented twin sets due to early coaxial deformation. A component of heterogeneous non-coaxial deformation is first recorded within the adjacent protomylonite. Enhanced strain weakening by dynamic recrystallization promoted strong localization of plastic deformation in the ultramylonite of the calcite shear zone, where high strain was accommodated by non-coaxial flow. This study demonstrates that both a pure shear and a simple shear strain path can result in similar crystallographic preferred orientations (single c-axis maximum perpendicular to the SZB) by different dominant deformation mechanisms. Separated a-axis pole figures (+a- and −a-axis) show different density distributions with orthorhombic texture symmetry in the protolith marble and monoclinic symmetry in the ultramylonite marble consistently with the observed grain fabric symmetry. 相似文献
15.
莲花山断裂带是中国东南陆缘重要的NE向构造带。该断裂带不仅是区域上重要的二级构造单元分界线,也控制着广东省最重要的锡铜多金属成矿带。前人研究表明,莲花山断裂带内的韧性变形与锡铜多金属成矿关系密切,但对于莲花山断裂带内的韧性变形展布特征及其对成矿作用的贡献,还存在着较多争议。本次研究,通过对莲花山断裂带进行大比例尺的矿田构造填图,实测典型地质剖面等手段,结合拉伸线理产状的测量和显微构造的观察,认为断裂带内的韧性变形由自北向南一系列近NE60°走向的剪切带雁列展布而成,各剪切带之间呈大致平行展布。在韧性变形之后,这些雁列状的剪切带又被30°走向的脆性断层所切割。莲花山断裂带内的韧性变形控制着矿体的形态和规模,后期岩浆-热液活动利用先存韧性剪切带的空间,成矿元素在韧性变形的裂隙中沉淀富集成矿。莲花山断裂带内找矿勘探工作部署应该围绕断裂带内韧性变形的区域,并注意韧性变形附近次一级的容矿裂隙。 相似文献
16.
锦屏大理岩真三轴岩爆试验的渐进破坏过程研究 总被引：1，自引：0，他引：1
为了查明高储能岩体快速卸荷变形破坏机制,设计了锦屏大理岩岩爆试验,对岩爆试件的宏观破坏特征、声发射过程等进行研究。根据以往真三轴岩爆试验特征进行了全程和非全程试验,记录其过程及声发射特征。对比分析两者的宏观破坏特征,解释了岩爆试验的渐进破坏过程。试验结果表明：在大理岩岩爆试验中,岩石试件的宏观破坏是由表及里的;张性裂纹的出现要早于剪切裂纹,剪切裂纹搭接相邻的张性裂纹（或临空面）形成圈闭,圈闭内的岩石碎块出现剥离或以一定初速度弹射;剪切面上岩粉的存在意味着剪切裂纹萌生扩展过程伴随着大量弹性应变能的释放;与其他的岩爆分类和机制相比,岩爆渐进破坏观点能够较好地解释岩爆机制。 相似文献
17.
江苏省溧阳梅岭玉(软玉)的宝石学研究 总被引：1，自引：1，他引：1
江苏省溧阳市南部小梅岭地区的梅岭玉(软玉)产于花岗岩和大理岩的外接触带中.通过野外地质调查、室内显微镜和扫描电子显微镜观察和分析、X射线粉晶衍射物相分析、电子探针成分分析和物理性质测定表明梅岭玉的主要矿物组成为透闪石,含有少量磁铁矿和粘土矿物,具纤维状变晶结构;梅岭玉中透闪石的主要化学组分为SiO2、MgO、CaO,次要组分Na2O、P2O5的含量明显高于和田玉中透闪石;玉石的颜色可分为白色、青白色和青色,随Fe2+含量增加颜色加深,半透明至不透明,玻璃光泽,平均密度为2.99 g/cm3,硬度5～6,折射率1.61(点测).梅岭玉的特殊内部结构使其块度较大、裂隙较少,具有较好的加工工艺性. 相似文献
18.
岩石破裂全程数字化细观损伤力学试验研究 总被引：7，自引：1，他引：6
设计基于扫描电镜（SEM）的岩石破裂全过程数字化细观损伤力学试验方案,实现了岩石破裂全过程的显微与宏观实时的数字化监测、控制、记录及分析的岩石力学试验。应用于四川锦屏大理岩预制裂纹试样中进行单轴压缩破坏全程的数字化试验,对微裂纹的萌生、生长及贯通过程进行数字化定量分析,得到试样在受荷过程中微裂纹的面积、方位角、长度、宽度和周长基本几何数据,从宏细观角度描述了岩石试样单轴压缩过程中的破坏机制,并分析得出试样单轴受压破坏过程中虽然微裂纹在某些区域集中,但在整个试样中微裂纹的统计分布依然是服从某一指数分布的这一结论。试验研究结果证明了该试验方案的科学性和先进性。 相似文献
19.
安徽安庆铜铁矿床成因:矿床地质特征与元素地球化学约束 总被引：2，自引：0，他引：2
安庆铜铁矿床是产于长江中下游铜(金)、铁成矿带内安庆-贵池矿集区中的一典型矽卡岩矿床,矿体赋存于下三叠统南陵湖组大理岩与月山闪长岩体之间的接触带上。典型剖面系统取样分析显示,矿体与围岩在空间上具有显著的矿物组合分带与岩石化学分带特征,即靠近大理岩带发育致密块状磁铁矿矿石与团块状矽卡岩型矿石,远离大理岩带发育浸染状矽卡岩型矿石,靠近闪长岩带发育透辉石矽卡岩。从大理岩到磁铁矿体, Fe2O3T含量显著增加,之后随着靠近闪长岩体,其含量呈逐渐降低趋势;而CaO显示了与Fe2O3T相反的成分变异特征。矿物与全岩微量元素研究表明,致密块状磁铁矿矿石及团块状矽卡岩型矿石均具有岩浆成因的稀土元素配分模式;而浸染状矽卡岩型矿石显示了交代成因的稀土元素配分特征。矿体地质、矿相学与元素地球化学综合研究表明,矽卡岩成矿经历了矿浆贯入期与热液成矿期,前者包括氧化物阶段和硫化物-碳酸盐阶段,后者包括进化交代阶段、早退化蚀变阶段、石英-硫化物阶段和晚退化蚀变阶段。结合已有的区域岩浆岩成岩机制研究成果,认为安庆铜铁矿床应是矿浆贯入与接触交代复合成因的矽卡岩型矿床,由于高位岩浆房中岩浆不混溶作用形成的富Fe熔浆是该矿床中成矿元素的主要来源。 相似文献
20.
Y?lmaz Mahmuto?lu 《Engineering Geology》2006,82(3):137-144
It is well known rock masses contain several types of weakness planes varying from micro-fissure to fault in size. The fracture frequency, degree of saturation and time are the basic rock parameters affecting its behaviour. However, in most cases, it is practically difficult to test heavily fractured rock in laboratory environment. In this study, the effects of micro cracks, strain rate and water saturation on strength are discussed using a small-scale physical experiments. It is attempted to detach the grain boundaries of coarse-grained rock specimens of the Mu?la marble by thermal treatment that would serve as a small-scale physical simulation of fractures in rock masses and enable a discussion of the variations in time dependent mechanical behaviour. An experimental study was conducted on marble specimens induced thermally by micro-cracks in different frequencies. The thermal treatment periods being 24 h in inert atmospheric condition were varied for each test specimen except categories A and G. Effective porosity increased up to 2.4% after the last thermal cycle of category F. Then conventional compression tests with different strain rates were carried out using a servo-controlled testing machine on both dry and saturated specimens. It is concluded that both lowering strain rates and increasing porosity related with thermally induced micro cracks have important effects on strength and failure path. The progressive failure entirely occurs along the grain boundaries fissured by cyclical treatment and inter-granular deformation depends upon degree of thermal influence. The small-scaled laboratory model enabled to demonstrate that parameters such as joint frequency, time and saturation have a significant effect on mechanical behaviour of rock masses. 相似文献