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Deformation and failure mechanism of phyllite under the effects of THM coupling and unloading 总被引：1，自引：0，他引：1
Although the study of TM(Thermo Mechanics),HM(Hydraulic-Mechanics) and THM(Thermo-Hydraulic-Mechanics) coupling under a loading test have been under development,rock failure analysis under THM coupling and unloading is an emerging topic.Based on a high temperature triaxial unloading seep test for phyllite,this paper discusses the deformation and failure mechanism of phyllites under the "H M,T→H,T→M" incomplete coupling model with unloading conditions.The results indicate that the elastic modulus and initial permeability decrease and the Poisson’s ratio increases with increasing temperature;the elastic modulus decreases and the Poisson’s ratio and initial permeability increase with increasing water pressure.During the unloading process,rock penetrability is small at the initial elastic deformation phase,but the penetrability increases near the end of the elastic deformation phase;mechanisms involving temperature and water pressure affect penetrability differently.Phyllite failure occurs from the initial thermal damage of the rock materials,splitting and softening(which is caused by pore water pressure),and the pressure difference which is formed from the loading axial pressure and unloading confining pressure.The phyllite failure mechanism is a transtensional(tension-shearing) failure. 相似文献
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针对大庆长垣F油层储层具有孔隙度小、渗透率低、泥质含量高、微孔隙发育、束缚水饱和度高等特点,通过理论和实验分析长垣F油层低孔、低渗储层的主要导电因素,得出泥质附加导电和束缚水导电是该区F油层的低孔、低渗泥质砂岩储层的重要导电因素.考虑束缚水和可动水导电路径不同,基于三水导电模型的推导原理,建立混合水等效电导率方程;依据该区矿化度较低和含泥高的储层特征,对适用于淡水高泥储层的印度尼西亚方程进行改进,用混合水等效电导率代替原方程中的地层水电导率,建立长垣地区F油层低孔低渗泥质砂岩含水饱和度模型.利用岩心分析数据和常规测井资料,采用多元回归法确定长垣F油层饱和度模型中的泥质体积分数、孔隙度、束缚水饱和度.利用岩电实验数据,采用最优化方法确定长垣F油层饱和度模型中的饱和度指数、胶结指数等参数.经密闭取心井含水饱和度对比和试油结果验证,建立的含水饱和度模型可用于F油层的低孔低渗泥质砂岩储层定量评价. 相似文献
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The natural balance conditions will be disturbed and produce a series of problems when mineral deposit has mined. This paper has researched the engineering rock masses have been researched in this study, structural planes, the distribution characteristics of tectonic geological factors and the stability of engineering structures according to the theory and research methods of rock mechanics, it will provide the engineering geological evidence for mining area exploited, meanwhile pledge the safety production. Shanmen silver deposit is a large epithermal deposit,it is controlled by NE to NNE strike faults. The stability of rock mass is acted on the tectonic movement and hot metalliferous brine in long-term. Especially,strength of rock mass becomes softened, muddy and loosed under the action of water,so the lower stability of rock mass is,the easier it can take place for harm of disaster threatening production safe of mining. For this reason,it is very important that drawing up a plan to lower harm for mine and protect. 相似文献
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Ming FENG Li LIU Yu ZHANG Xigang REN Chengke XU 《东北亚地学研究》2006,9(2):242-245
The natural balance conditions will be disturbed and produce a series of problems when mineral deposit has mined.This paper has researched the engineering rock masses have been researched in this study,structural planes,the distribution characteristics of tectonic geological factors and the stability of engineering structures according to the theory and research methods of rock mechanics,it will provide the engineering geological evidence for mining area exploited,meanwhile pledge the safety production.Shanmen silver deposit is a large epithermal deposit,it is controlled by NE to NNE strike faults.The stability of rock mass is acted on the tectonic movement and hot metalliferous brine in long-term.Especially,strength of rock mass becomes softened,muddy and loosed under the action of water,so the lower stability of rock mass is,the easier it can take place for harm of disaster threatening production safe of mining.For this reason,it is very important that drawing up a plan to lower harm for mine and protect. 相似文献
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三峡库区广泛分布侏罗系红砂岩,在水库运行期间红砂岩的渗流-应力耦合特性关乎库区内多数滑坡和岩质边坡的稳定性。借助岩石多场耦合三轴试验系统,对三峡库区侏罗系红砂岩开展了不同围压、不同渗透压下的三轴压缩试验,系统研究了红砂岩的三轴压缩力学特性和渗透率演化特征。研究结果表明：(1)红砂岩的峰前应力-应变曲线可分为孔隙压密阶段、弹性变形阶段、微裂隙稳定发展阶段和非稳定发展阶段。红砂岩的力学参数与渗透压的关系呈负相关,与围压呈正相关。(2)随着围压升高,红砂岩的破坏模式由张拉破坏过渡到剪切破坏。(3)不同渗透压下,渗透率曲线呈平稳发展→缓慢上升→快速上升3阶段演化规律;不同围压下,渗透率曲线先降低后升高。(4)从能量角度分析了渗透压和围压对岩石的作用,验证了渗流对岩石的劣化效应以及围压对裂纹发展的抑制作用。本试验对鲜有报道的侏罗系红砂岩的强度、变形和渗透特性做了系统的研究,对渗流-应力耦合课题有补充意义。其工况根据三峡库区边坡岩体的应力水平来确定,试验结果对分析库区边坡稳定性具有指导意义。 相似文献
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沥青质沉积不仅会伤害储层物性还会对流体饱和度分布和渗流特征产生影响。通过开展不同开发方式下的长岩心驱替实验,分别测定了有或无沥青质沉积影响下的油水、油气和三相相对渗透率曲线,研究了沥青质沉积对原油相对渗透率和岩石润湿性的影响。研究结果表明,沥青质沉积导致水驱、CO2非混相驱和水气交替（WAG）驱的采收率分别降低了12.2%,5.9%,15.3%。并会引起驱替压差上升,岩石润湿性向亲油性转变,加速水或气突破时间。水驱中沥青质沉淀会使油水两相共渗区左移,含水饱和度对油相相对渗透率的影响增大。CO2非混相驱中沥青质沉淀对气相渗透率影响较小,而油相渗透率更容易受到含气饱和度变化的影响。在三相渗流中沥青质沉淀会降低油相渗透率,加快油相相对渗透率的下降速度,增大残余油饱和度,减弱WAG驱效果。在注入水中添加JCF-1非离子表面活性剂后,能够降低驱替压差,延缓水或气突破时间,增大油相相对渗透率,降低残余油饱和度,弥补沥青质沉积产生的伤害。研究成果为富含沥青质油藏的高效开发提供了依据。 相似文献
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岩石蠕变特性对岩体工程的长期稳定有着重要影响, 尤其是在酸雨等水化学作用下, 岩石的细观结构遭到破坏, 蠕变特性及变形更为显著。以重庆二佛寺红层砂岩为研究对象, 通过开展室内三轴压缩分级蠕变试验, 研究了酸腐蚀状态下砂岩的蠕变特性。结果表明: 酸的腐蚀和浸泡会使砂岩内部孔隙增加, 导致砂岩在第一级荷载下会产生较大的瞬时应变和蠕变量, 之后瞬时应变量和蠕变量随着应力增加而增大; 岩样受到腐蚀软化, 蠕变破坏强度为抗压强度的76%, 长期强度仅为抗压强度的54%。为了描述蠕变全过程, 建立了一个损伤蠕变模型来拟合试验数据, 验证了其适用性, 可以为岩土工程建设的稳定性提供参考。 相似文献
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三峡库区大型-特大型滑坡发育，尤以层状岩质滑坡的危害性大。因库区各段地质条件差异使得滑坡成因模式各不相同，这影响了滑坡的运动形式和岩土体解体程度。在收集三峡库区51处典型的大型-特大型层状岩质滑坡调查资料基础上，根据堆积岩体结构和区段地质条件反推该段滑坡破坏成因模式，而不同成因模式下的滑坡坡体渗透性不同，分析已有滑坡对库水位变动存在的复活响应差异，据此得出以下结论:①在成因模式上，除顺层滑移型滑坡在库区中均有分布外，从库首至库尾随着岩层倾角的逐渐减缓，滑坡成因模式从崩塌型、反倾弯曲型逐渐过渡到平推式；②在坡体渗透性上，成因模式造成的岩体结构变化与坡体中的泥质含量共同作用，导致顺层滑移型滑坡前后缘渗透性存在较大差异；反倾型滑坡渗透性则整体变化较小；③在库水位变动影响下，不同坡体渗透性与滑面形态共同决定了滑坡的复活变形差异。 相似文献
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CO2地质封存是减少CO2向大气排放,缓解温室效应的有效手段之一。由于构造和成岩作用,倾斜地层在自然界中普遍存在,研究倾斜地层对CO2封存量及安全性的影响具有实际意义。依托新疆准噶尔盆地阜康凹陷某CO2地质封存示范工程,采用数值模拟方法,分析了中高渗CO2储层地层倾角变化对CO2地质封存过程的影响。结果表明:CO2注入将导致近井区域地层压力显著升高;中高渗倾斜地层与水平地层相比,在地层压力分布、CO2侧向运移距离、CO2注入速率和总封存量等方面均存在明显差异。相比于水平地层,由于地层倾角的存在,倾斜地层压力呈不对称分布,CO2侧向运移距离显著加大。倾斜地层中压力传递和消散过程与水平地层差异显著,受此影响,倾斜地层与水平地层CO2的总注入量差值随时间呈非单调性变化。在注入初期,倾斜地层CO2的总注入量小于水平地层,随着注入时间延长,倾斜地层CO2的总注入量逐渐接近并超过水平地层;注入20年后,相较于水平地层,倾斜地层倾角越大越有助于增加CO2的总注入量,这一研究结果与前人基于低渗倾斜地层的研究结论正好相反。地层倾角的存在会促进CO2向浅部运移,倾角越大,CO2向浅部含水层和大气泄露的风险越大。因此,在CO2地质封存场地选址中,应充分考虑倾斜地层对封存效率及安全性的影响。 相似文献
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本文以Biot的固结理论为基础,利用有限单元法,对水布垭水库未来蓄水后地壳岩石中由于附加水荷载所产生的各种力学效应进行了数值计算。计算中沿清江从招徕河到恩施之间共取剖面48个。认为:(1)水体荷载产生的附加应力场、孔压场和形变场在库岸附近造成压应力差和位移差,特别是分布有附加的张应力,促使库水向外渗透和扩散,导致孔压改变、有效应力降低或增大;(2)水布垭库坝区的张性断裂和喀斯特较发育的地段,由于水体荷载效应和库水的渗透及扩散作用,易沟通地下水的动力联系,使岩体失稳并在浅层易产生倾斜型或倾斜型兼走滑型滑动;(3)孔压和位移一般在库基下几公里深度区域内多形成一个高值孔压和低值位移的变换带,是应力易于集中的场所;(4)水荷载产生的各种附加效应,受蓄水方式和蓄水时间的影响。 相似文献
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裂缝是断溶体油藏的重要渗流通道,随着地层流体的采出,裂缝将发生闭合,其在地应力作用下的闭合规律对于储层渗透率具有重要影响。采集碳酸盐岩岩样,通过巴西劈裂实验制备裂缝试件,构建基于CT扫描灰度图像的裂缝变形分析方法,通过加压和卸压试验,研究裂缝在被不同填充物填充条件下的闭合规律,裂缝的闭合情况采用岩心渗透率和裂缝开度综合表征,以此研究裂缝填充物性质对裂缝闭合规律的影响。研究结果表明:随着围压的增大,裂缝开度和试件渗透率均逐渐降低;填充物延展性越强,裂缝在压力作用下闭合越明显,渗透率降低幅度越大;对于同样被石英填充的裂缝,不同的填充方式下裂缝闭合规律不同,对于裂缝的支撑效果,单层细砂>厚层细砂>中砂细砂混合（结果）。研究成果可为认识不同矿物填充裂缝在地应力作用下的闭合规律提供参考。 相似文献
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针对缝洞型低渗碳酸盐油藏,建立考虑启动压力梯度和动边界共同影响的三重介质低渗透油藏非线性非稳态渗流模型.鉴于数学模型的非线性和非齐次性,通过引入新定义的压力(量纲一)线性化压力扩散方程,应用Laplace变换和Duhamel原理结合Stehfest数值反演对模型进行求解,获得三重介质低渗油藏产量递减典型曲线,在产量递减双对数图上出现3个递减阶段和2个相对平缓稳定阶段;分析启动压力梯度、溶洞窜流系数、基质窜流系数、裂缝弹性储容比和溶洞弹性储容比与基质弹性储容比之比等敏感参数对产量(量纲一)的影响规律.计算分析表明,启动压力梯度越大,中后期产量递减曲线下降幅度越大.通过绘制的产量递减曲线图版,可以预测缝洞型低渗透碳酸盐岩油藏未来产量的变化. 相似文献
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《世界地质(英文版)》2016,(3)
The three-dimensional seepage simulation test device for siltation dam foundation soil is a multifunctional penetration instrument which is designed for the simulation of infiltration clogging,seepage damage,and dam seepage and so on. This device is different from the traditional instruments for the rock and soil permeability. In order to verify the practicability of the device,the authors collected the soil samples for laboratory penetration test,observed the seepage damage phenomenon,and obtained the dynamic change curve of permeability coefficient and isopotential map of water pressure. At the same time,the Geostudio finite element software is used to simulate the steady seepage of the test device. By contrast of the isopotential maps between simulation and actual water pressures,it is found that they are approximately the same. It is proved that the test data of the device is scientific and reliable,reaching the results of the test and design purposes. The instrument can be used in many aspects of experimental study on soil seepage. 相似文献
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采用温湿度测试、石窟造像渗水实验、石窟造像吸水的红外成像、岩石特征分析等手段,对四川广元千佛崖石窟造像表面及其周围环境进行监测,以及对石窟造像岩石特征进行分析.结果表明:进深较大的窟室内外存在2℃～4℃的温差,岩石0～40 mm深度范围内温度与外界气温存在显著相关性;石窟造像岩石主要成分为长石、石英、黑云母及黏土矿物,... 相似文献
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工程建设改变地下水流场危及建筑物的安全。以济南经十路沿线大型地下综合体为例, 通过数值模拟计算工程建设对地下水渗流场的影响, 并建立了地下水流场修复模型。结果表明: 地下空间结构会阻挡地下水运移, 地下水水位壅高造成地基承载力降低; 将地下工程设置导流措施后, 其迎水面水位随时间呈现衰减趋势, 且越接近天然状态水位衰减速率越慢; 因地层结构差异, 壅高水位基本回落的时间存在较大差异; 不同地质条件下流场修复所需导流井数量与导流几何体结构参数呈负相关关系, 所需导流井数量的预测方程反映了地质条件的复杂性和多变性。除导流几何体自身结构外, 围岩水力梯度与渗透系数对导水能力产生影响, 其中渗透系数大小制约导水速率的快慢, 水力梯度则控制导水行为的发生。导流措施的实施可减小工程建设对地下水环境的影响, 确保地下工程建设对水环境影响可控。 相似文献
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高等级公路穿越山区时 ,通常需要开挖而形成路堑边坡 ,其边坡的稳定性将危及公路施工和运营安全 ,故常需要对不稳定边坡进行加固处理。对具有大体积、大面积范围且存在滑动面的不稳定岩土体 ,加固方法以预应力锚索为佳。在结合某高等级公路路堑高边坡工程中 ,分析了已有地质条件的基础上 ,提出了预应力锚索加固边坡的设计方案 相似文献
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Weak rock zone (soft interlayer, fault zone and soft rock) is the highlight of large-scale geological engineering research.
It is an important boundary for analysis of rock mass stability. Weak rock zone has been formed in a long geological period,
and in this period, various rocks have undergone long-term consolidation of geostatic stress and tectonic stress; therefore,
under in-situ conditions, their density and modulus of deformation are relatively high. Due to its fragmentary nature, once
being exposed to the earth’s surface, the structure of weak rock zone will soon be loosened, its density will be reduced,
and its modulus of deformation will also be reduced significantly. Generally, weak rock zone can be found in large construction
projects, especially in the dam foundation rocks of hydropower stations. These rocks cannot be eliminated completely by excavation.
Furthermore, all tests nowadays are carried out after the exposure of weak rock zone, modulus of deformation under in-situ
conditions cannot be revealed. In this paper, a test method explored by the authors has been introduced. This method is a
whole multilayered medium deformation method. It is unnecessary to eliminate the relatively complete rocks covering on weak
rock zone. A theoretical formula to obtain the modulus of deformation in various mediums has also been introduced. On-site
comparative trials and indoor deformation modulus tests under equivalent density conditions have been carried out. We adopted
several methods for the prediction researches of the deformation modulus of weak rock zone under in-situ conditions, and revealed
a fact that under in-situ conditions, the deformation modulus of weak rock zone are several times higher than the test results
obtained after the exposure. In a perspective of geological engineering, the research findings have fundamentally changed
peoples’ concepts on the deformation modulus of weak rock zone, provided important theories and methods for precise definition
of deformation modulus of deep weak rock zone under cap rock conditions, as well as for reasonable engineering applications. 相似文献