花岗岩单轴压缩侧向变形及脆性破坏机制实验研究

为研究花岗岩侧向变形及脆性破坏机制,对花岗岩试件进行单轴压缩实验。利用动态应变采集系统、数字散斑相关方法(DSCM)和显微观测手段,记录并分析花岗岩试件在单轴压缩过程中的宏观侧向应变、局部侧向应变以及破裂面形貌,并与水泥砂浆试件的破坏过程对比,讨论了花岗岩脆性破坏机制。实验与分析结果表明:(1)花岗岩试件在加载初期发生侧向收缩变形,产生并发展于压密阶段,消失于线弹性阶段初期,这主要由于试件内部裂纹闭合造成的;此后,宏观侧向应变持续增长,当侧向应变与轴向应变之比接近0.5时试件破坏;(2)在峰值载荷前很长一段时间内,局部侧向应变在一定范围内波动,临近试件破坏时局部侧向应变最大值和最小值均出现较大幅度的波动,二者差值迅速增大,试件不均匀程度增大,最终导致试件破坏;(3)在峰值载荷前有无塑性屈服阶段是峰值载荷后脆性破坏程度的重要影响因素,而宏观裂纹的贯通程度是峰值载荷后应力降大小的决定因素。     

岩石微观结构CT扫描表征技术研究

岩石微观结构特征研究对非常规油气藏的演化规律、油气赋存状态、运移方式、渗流特征等基础地质问题研究具有重要的科学意义.利用CT 扫描技术对油砂、致密砂岩和页岩样品微观结构表征研究,并对比了常规测试方法与CT扫描表征技术的差异性. 对比CT扫描法和筛分法测试油砂矿物的粒度分布,两者结果十分接近,矿物颗粒大小分布总体趋势上差异小,但小于96μm的颗粒矿物分布差异性稍大.CT扫描结果显示致密砂岩样品的裂缝比较发育,还发育溶蚀孔隙. 由于测试方法和样品大小的差异性,CT扫描获得的孔隙度略大于氦气法孔隙度.微米CT 扫描可以表征页岩的层理发育情况,但无法表征内部的微观孔隙结构.与常规测试方法相比,纳米CT 扫描表征页岩中有机质和黄铁矿的含量等方面准确性好,但孔隙度测试结果偏小.纳米CT分辨率还不能完全满足表征页岩的微观孔隙结构的要求,同时有机质和孔隙的灰度值差异较小,两者区分难度大,因此纳米CT还无法完全准确表征页岩微观孔隙结构.      

基于裂纹扩展脆性岩石动力压缩力学特性研究

动态压缩荷载作用下,脆性岩石内部动态细观裂纹扩展特性,对岩石宏观动态力学特性有着重要的影响。然而,对岩石内部动态细观裂纹扩展与宏观动态力学特性的关系研究较少。基于准静态裂纹扩展作用下的应力-应变本构模型、准静态与动态裂纹扩展断裂韧度关系、裂纹速率与应变率关系模型及应变率与动态断裂韧度关系,提出了一种基于细观力学的动态应力-应变本构模型。其中裂纹速率与应变率关系,是根据裂纹长度与应变关系的时间导数推出;应变率与动态断裂韧度关系,是根据推出的裂纹速率及应变率关系,与裂纹速率及断裂韧度关系相结合而得到。研究了应变率对应力-应变本构关系及动态压缩强度影响。并通过试验结果验证了模型的合理性。讨论了岩石初始损伤、围压、模型中参数m、ε0和R对应力-应变关系、动态压缩强度和动态弹性模量的影响。研究结果可为动态压缩荷载作用下深部地下工程脆性围岩稳定性分析提供了一定的理论支持。     

岩石类介质侵彻效应的理论研究进展

近年来,随着超高速武器的发展,侵彻效应的研究重点逐渐由高速向超高速发展。随着弹体打击速度提高,侵彻机制发生变化,并触发强烈的成坑和地冲击效应。本文综述了大速度范围内岩石类介质侵彻效应的理论研究进展,讨论了长杆弹侵彻速度的分区,介绍了岩石类介质的侵彻、成坑、地冲击效应的理论模型,并对目前研究中尚有待解决的问题和下一步的研究方向进行了展望。     

聚乙烯管材的开裂动力学与机理

PE气体管材在室温低应力长期作用下发生开裂破坏的过程是由较长时间的裂纹慢速增长(SCG)阶段和较短时间的快速增长阶段(FCG)构成的.通过预测SCG阶段的持续时间可以预测PE材料的使用寿命,而SCG阶段可由PE的拉伸试验和三点弯曲试验进行模拟并用Dugdale理论处理.用弯曲试验来模拟预测PE开裂破坏时间的式子为■PE的这种开裂破坏是由连结分子的解缠滑脱作用造成的.在宏观上表现为脆性断裂.它受应力、温度、试样切口深度以及分子量与分子量分布、支化情况和结晶情况等因素的影响.改变这些因素能够使断裂机理发生改变,从而改变PE材料的使用寿命.     

岩石等非线性介观弹性固体材料的谐波特性的超声研究

岩石、混凝土等非线性介观弹性固体材料显示出与经典的非线性声学不同的非经典非线性声学现象，比如滞后现象、离散记忆等。本文实验研究了超声波在岩石材料中产生的基波、二次、三次谐波随声源幅度的依赖关系，研究了岩石的超声衰减，与金属材料的进行了对比；并且将浸水后的混凝土与浸水前的混凝土的超声谐波特性进行了对比，对此实验现象作出了定性的解释。此研究有利于岩石等非线性介观弹性固体材料的无损检测的研究。     

Wettability alteration of carbonate rocks from strongly liquid-wetting to strongly gas-wetting by fluorine-doped silica coated by fluorosilane

Wettability alteration is an important mechanism to increase recovery from oil and gas reservoirs. In this study, effect of fluorine-doped silica coated by fluorosilane nanofluid on wettability alteration of carbonate rock was investigated. The nanoparticle synthesized by sol-gel method was characterized using XRD, FTIR, SEM, and DLS. Adsorption of nanoparticle on rock was characterized by FESEM, and composition of rock after treatment was determined by EDXA. Effect of nanofluid on wettability was investigated by measuring static, advancing, and receding contact angle and surface free energy, imbibition of water, crude oil, and condensate of untreated and treated carbonate rock. Also, stability of contact angle and thermal stability of nanofluid were studied. ?Results show that contact angles for water, condensate, and crude oil were altered from 37.95°, 0°, ?and 0° to 146.47°, 145.59°, and 138.24°. In addition, water, condensate, and oil imbibition ?decreased more than 87, 88, and 80%, indicating that wettability was altered from strongly oil wet, ?condensate wet, and water wet to strongly gas wet. The ultraoleophobic and ultrahydrophobic stability were >48 hours and 120 minutes. Surface free energy of treated rock for water, crude oil, and condensate was ?2.24, 1.17, and 1.47mN/m. Thermal stability of nanofluids and adsorbed nanoparticle was up to 150°C.     

Combined use of atomic spectrometric methods in the analysis of rocks

Standard reference materials of limestone, granite and argillite were analyzed by X-ray fluorescence spectrometry (XFS), flame and graphite furnace atomic absorption spectrometry (F-AAS and G-AAS), and inductively coupled plasma atomic emission spectrometry (ICP-AES). The major elements Al, Ca, Fe, Si and Ti were determined by XFS and ICP-AES. The relative standard deviations (RSD) of the concentrations of the corresponding oxides obtained by XFS and ICP-AES were (1.36±0.51)% (n=18) and (1.30±0.70)% (n=17), respectively, on the average. The relative deviations (RD) from the certified values were (1.29±3.01)% (n=18) and (–0.69±5.48)% (n=14), respectively, on the average. The numbers in parentheses are the numbers of the single RSD- and RD-values used for the calculation of the averages and the relative standard deviations. Some minor and trace elements of the standard reference materials were determined by G-AAS and ICP-AES. The precision (RSD) was markedly better in the case of ICP-AES. On the other hand, the accuracy (RD) of both methods was about the same (7%). Apparently, the precision and the accuracy are primarily determined by the measuring technique and the sample pretreatment procedure, respectively. The analytical power of the combined use of atomic spectrometric methods is also discussed.     

The three-dimension model for the rock-breaking mechanism of disc cutter and analysis of rock-breaking forces

To study the rock deformation with threedimensional model under rolling forces of disc cutter,by carrying out the circular-grooving test with disc cutter rollingaround on the rock,the rock mechanical behavior underrolling disc cutter is studied,the mechanical model of disccutter rolling around the groove is established,and the theory of single-point and double-angle variables is proposed.Based on this theory,the physics equations and geometricequations of rock mechanical behavior under disc cutters oftunnel boring machine(TBM) are studied,and then the balance equations of interactive forces between disc cutter androck are established.Accordingly,formulas about normalforce,rolling force and side force of a disc cutter are derived,and their validity is studied by tests.Therefore,a newmethod and theory is proposed to study rock-breaking mechanism of disc cutters.     

Modelling of processes in fractured rock using FEM/FVM on multidimensional domains

The paper deals with a new approach to the numerical modelling of groundwater flow in compact rock massifs.