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1.
岩石热物性是盆地模拟和预测深部温度时不可或缺的参数。琼东南盆地是当前我国海洋油气资源勘探开发的重点区 块,揭示该盆地的热状态和烃源岩热演化历史均离不开真实可靠的岩石热物性参数。前人虽然对南海北部地区的岩石热物 性开展过相关研究,仍存在实测数据偏少、代表性不足和相互矛盾等问题,亟需新增一批新的实测数据来弥补该区基础地 热参数的不足。文章对采自琼东南盆地19口钻孔的32块岩心样品开展了热导率、生热率以及密度和孔隙度等物性参数测 试,揭示了它们的空间展布特征、相互关系及其主控因素,建立了琼东南盆地新生界地层平均热导率和生热率,据此估算 出盆地沉积物的放射性生热贡献约占地表热流的33%。这些实测的岩石热物性参数为南海北部海域沉积盆地的盆地模拟和 地热相关研究提供了坚实的基础数据。  相似文献   

2.
岩石热物性是盆地模拟和预测深部温度时不可或缺的参数。琼东南盆地是当前我国海洋油气资源勘探开发的重点区 块,揭示该盆地的热状态和烃源岩热演化历史均离不开真实可靠的岩石热物性参数。前人虽然对南海北部地区的岩石热物 性开展过相关研究,仍存在实测数据偏少、代表性不足和相互矛盾等问题,亟需新增一批新的实测数据来弥补该区基础地 热参数的不足。文章对采自琼东南盆地19口钻孔的32块岩心样品开展了热导率、生热率以及密度和孔隙度等物性参数测 试,揭示了它们的空间展布特征、相互关系及其主控因素,建立了琼东南盆地新生界地层平均热导率和生热率,据此估算 出盆地沉积物的放射性生热贡献约占地表热流的33%。这些实测的岩石热物性参数为南海北部海域沉积盆地的盆地模拟和 地热相关研究提供了坚实的基础数据。  相似文献   

3.
Thermal fracturing can play an important role in development of unconventional petroleum and geothermal resources. Thermal fractures can result from the nonlinear deformation of the rock in response to thermal stress related to cold water injection as well as heating. Before the rock reaches the final failure stage, material softening and bulk modulus degradation can cause changes in the thermo‐mechanical properties of the solid. In order to capture this aspect of the rock fracture, a virtual multidimensional internal bond‐based thermo‐mechanical model is derived to track elastic, softening, and the failure stages of the rock in response to the temporal changes of its temperature field. The variations in thermo‐mechanical properties of the rock are derived from a nonlinear constitutive model. To represent the thermo‐mechanical behavior of pre‐existing fractures, the element partition method is employed. Using the model, numerical simulation of 3D thermal fracture propagation in brittle rock is carried out. Results of numerical simulations provide evidence of model verification and illustrate nonlinear thermal response and fracture development in rock under uniform cooling. In addition, fracture coalescence in a cluster of fractures under thermal stress is illustrated, and the process of thermal fracturing from a wellbore is captured. Results underscore the importance of thermal stress in reservoir stimulation and show the effectiveness of the model to predict 3D thermal fracturing. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

4.
江海 《地质与资源》2020,29(3):282-288
导热系数是岩石重要的物理参数之一,其在地热能开发及岩土热工程应用中有着重要意义.目前的测试方法需要将岩样采回实验室进行表面加工,运输和加工过程会破坏岩石结构和影响含水率等,不仅测试工艺复杂,而且导致测试结果不准确.本研究提出一种现场获取岩石导热系数的新方法.利用导热耦合剂填充岩石表面与探头之间的接触面,减小测试过程中的接触热阻,辅助热物性测试仪器来开展野外导热系数测试工作.通过配制不同导热硅脂与不同铜粉掺量充分混合的导热耦合剂进行对比实验,确定导热耦合剂的最优配比.实验表明,导热耦合剂的涂抹能有效地减小探头与岩石表面的接触热阻,提高测试精度,且导热耦合剂本身对岩石的导热系数影响甚微.研究成果可为野外准确便捷地获得岩石导热系数提供参考.  相似文献   

5.
温度效应对盐岩力学特性影响的试验研究   总被引:3,自引:0,他引:3  
高小平  杨春和  吴文  刘江 《岩土力学》2005,26(11):1775-1778
对经历不同温度后盐岩的力学性能进行了试验研究,分析了盐岩应力-应变曲线、峰值应力、峰值应变、弹性模量等的变化情况。分析结果表明,温度对盐岩的物理力学特性影响较大,随着温度的升高,盐岩的力学性能劣化明显,峰值应力和弹性模量降低,峰值应变增加;峰值应力可以表示成围压与温度的函数,并从盐岩弹性模量随温度的变化规律入手,导出了热损伤演化方程和一维TM耦合损伤本构方程。  相似文献   

6.
Stress dependent thermal pressurization of a fluid-saturated rock   总被引:1,自引:1,他引:0  
Summary  Temperature increase in saturated porous materials under undrained conditions leads to thermal pressurization of the pore fluid due to the discrepancy between the thermal expansion coefficients of the pore fluid and of the solid matrix. This increase in the pore fluid pressure induces a reduction of the effective mean stress and can lead to shear failure or hydraulic fracturing. The equations governing the phenomenon of thermal pressurization are presented and this phenomenon is studied experimentally for a saturated granular rock in an undrained heating test under constant isotropic stress. Careful analysis of the effect of mechanical and thermal deformations of the drainage and pressure measurement system is performed and a correction of the measured pore pressure is introduced. The test results are modelled using a non-linear thermo-poro-elastic constitutive model of the granular rock with emphasis on the stress-dependent character of the rock compressibility. The effects of stress and temperature on thermal pressurization observed in the test are correctly reproduced by the model. Correspondence: Dr. S. Ghabezloo, CERMES, Ecole Nationale des Ponts et Chaussées, 6-8 avenue Blaise Pascal, Cité Descartes, 77455 Champs-sur-Marne, Marne la Vallée cedex 2, France  相似文献   

7.
钻掘过程中岩石的发热效应对岩石材料性能和热损伤会产生重要影响。介绍了红外热像仪的测温原理并利用红外热像仪对硬质灰岩钻掘过程的红外热像进行了试验研究。试验结果表明:钻掘过程中钻头前端岩石的热影响区呈类似弹头的形状,热影响区的厚度与钻头半径大致相当;钻掘结束后的冷却过程中热影响区温度总体降低,热影响范围逐渐扩大;钻孔轴线上岩石温度总体下降,最高点位置随时间发生变化,并有逐渐趋同的趋势,具体与钻孔直径、深度和岩石与空气的热物性质有关;热影响区内岩石温度最高值的下降速度表现为先快后慢,即钻掘刚结束时的温度下降速度最快,然后随时间推移温降速度逐渐放缓。试验结果证实了红外热像仪应用于岩石钻掘温度的动态测量与分析的有效性与实用性,研究结论为进一步改善钻掘效率和提高工程安全性提供了重要的参考依据。  相似文献   

8.
李云鹏  王芝银 《岩土力学》2012,33(2):321-326
长期处于变低温环境中的岩石热力学效应主要表现为材料的力学特性参数、热力系数和饱和冻结状态孔隙冰胀系数等随温度改变而发生变化,这种变化对岩体的变形及强度特性均有显著影响。根据变物性参数的非线性热弹性理论,建立了考虑热力系数和冰胀力系数的本构方程,给出了单轴压缩条件下热力效应系数随温度变化的分析格式和确定方法;借助于花岗岩不同低温干燥和饱和冻结状态的单轴压缩试验资料,获得了花岗岩低温热力效应与温度的关系,并探讨了其对花岗岩抗压强度的影响特性。分析表明,在变低温环境下花岗岩热力系数和冰胀力系数均随相对温差的增大而逐渐减小,热力系数降低速率小于冰胀系数降低速率,在同一温差下热力系数大于冰胀系数;热应力和冰胀应力与温度改变量呈非线性增长关系;花岗岩抗压强度在两种状态下均呈增大趋势,但主要以热应力为主,热力系数引起的试样轴向应力增量总是大于冰胀力引起的轴向应力增量。所给方法及研究成果可用于长期处于变低温状态下材料的力学性能研究及其工程应用。  相似文献   

9.
在中高温三轴应力作用下岩石内部物理化学性质和结构特性将发生变化,随着岩石内部结构的变化会引发一系列的声发射现象。通过试验研究了大试件花岗岩在三轴压力状态下声发射随温度的变化规律。试验研究表明:①随着温度升高,岩石的声发射现象是间断发生的;②花岗岩存在一个开始发生热破裂的门槛值温度,其值为120 ℃左右;③试验温度范围内花岗岩热破裂的声发射现象可分为5个阶段,即岩石原生裂隙整合阶段、热破裂前声发射静默阶段、热破裂声发射阶段、大规模热破裂后声发射静默阶段、二次热破裂开始阶段。  相似文献   

10.
随机固-热耦合模型与岩石热破裂数值试验研究   总被引:4,自引:2,他引:2  
康健  赵明鹏  梁冰 《岩土力学》2005,26(1):135-139
1. 大连轻工业学院 信息科学与工程学院,大连 116034;2. 辽宁工程技术大学 力学与工程科学系,辽宁 阜新 123000  相似文献   

11.
Thermal recovery from a hot dry rock (HDR) reservoir viewed as a deformable fractured medium is investigated with a focus on the assumption of local thermal non‐equilibrium (LTNE). Hydraulic diffusion, thermal diffusion, forced convection and deformation are considered in a two‐phase framework, the solid phase being made by impermeable solid blocks separated by saturated fractures. The finite element approximation of the constitutive and field equations is formulated and applied to obtain the response of a generic HDR reservoir to circulation tests. A change of time profile of the outlet fluid temperature is observed as the fracture spacing increases, switching from a single‐step pattern to a double‐step pattern, a feature which is viewed as characteristic of established LTNE. A dimensionless number is proposed to delineate between local thermal equilibrium (LTE) and non‐equilibrium. This number embodies local physical properties of the mixture, elements of the geometry of the reservoir and the production flow rate. All the above properties being fixed, the resulting fracture spacing threshold between LTNE and LTE is found to decrease with increasing porosity or fluid velocity. The thermally induced effective stress is tensile near the injection well, illustrating the thermal contraction of the rock, while the pressure contribution of the fracture fluid is negligible during the late period. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

12.
基于对淮北和淮南煤田煤系地层所测定的127块岩石样品的热导率结果,对测试的岩石热导率结果进行校正,还原 岩石初始压力和温度环境下的热导率,校正结果值略大于实测值。同时结合区内前人的实测数据,全面报道了两淮煤田岩 石热导率参数及其特征,并从多方面分析了影响热导率大小的因素。结果表明:两淮煤田煤系地层岩石热导率变化范围为0.37~ 4.36 W/mK,平均值2.54 W/mK;热导率与岩性、埋藏深度、地层时代和密度等相关密切,砂岩的热导率普遍大于泥岩和 煤,热导率和深度、密度均表现为正相关关系。  相似文献   

13.
考虑温度损伤的盐岩蠕变本构关系研究   总被引:6,自引:1,他引:5  
胡其志  冯夏庭  周辉 《岩土力学》2009,30(8):2245-2248
根据统计力学原理,以分形岩石力学为桥梁,对盐岩在温度与应力耦合作用下蠕变特性进行了研究,导出了考虑围压效应的损伤变量表达式。综合前人的成果,推导出温度–应力耦合下的盐岩损伤方程。对盐岩在温度与三轴应力共同作用下的蠕变试验数据进行研究,分析了盐岩蠕变过程中衰减蠕变阶段、稳态蠕变阶段和加速蠕变阶段的各自特征。对于广义Bingham 蠕变模型在衰减和稳态蠕变阶段引入一非线性函数,在加速蠕变阶段引入损伤,建立了盐岩考虑温度损伤的蠕变本构关系。利用盐岩的三轴蠕变试验数据对新的蠕变损伤模型参数进行辩识与比较分析。结果表明,该模型能够很好地反映在不同温度作用下盐岩的衰减蠕变阶段、稳态蠕变阶段和加速蠕变阶段的规律,验证了该模型的合理性和正确性。  相似文献   

14.
影响北京地区粉质粘土和细砂的热导率因素统计分析   总被引:1,自引:1,他引:0  
随着能源短缺和人们环保意识不断提高,浅层地下空间的有限资源得到了快速开发利用,为高效合理使用地下有限热能,有必要研究岩土体的热物理参数变化规律。在北京平原区浅层地温能资源地质勘查项目岩土体热物理性质测试和土工试验的基础上,对粉质粘土和细砂的热导率影响因素进行数理统计分析。从统计结果来看,在天然含水率条件下,粉砂质粘土的平均热导率为1.74 W/(m.K),细砂的平均热导率为1.55 W/(m.K),两者的热导率均随天然含水率、天然密度、孔隙比的变化趋势明显:随着含水量的增大而热导率逐渐减小,随密度的增加而热导率增大,随着孔隙度的增加则热导率逐渐降低,粉质粘土含水量在20%左右热导率最佳,细砂含水量在15%左右热导率最佳;由于样品物质成分和微观结构差异影响传热方式组合,因而导致不同地区乃至相同地区热导率与含水量等因素拟合方程形式不尽相同,但变化规律趋势相似。  相似文献   

15.
陈国庆  李天斌  张岩  付开隆  王栋 《岩土力学》2013,34(12):3513-3519
目前深埋硬岩隧道的岩爆等脆性破坏研究还较少考虑到温度的作用效应。采用精细网格数值模型,提出热-脆性-精细力学计算方法,应用能反映高地应力下硬岩脆性破坏特点的岩体劣化模型,结合能量计算指标,开展了不同温度作用下隧道硬岩脆性破坏的热力耦合分析。以瑞典APSE花岗岩隧洞岩柱为例,进行不同地温下隧道破坏区、能量释放值和应力指标的定量化对比研究。研究结果表明,隧道地温的增加将使岩体产生附加温度应力,进而增大其脆性破坏程度,计算结果与隧道现场的破坏规律基本一致。热-脆性-精细力学计算能合理描述硬岩的损伤和渐进破坏过程,计算结果较好地揭示了花岗岩等硬岩深埋隧道脆性破坏的温度作用效应,对于高应力、高地温下深部工程的稳定性评价具有指导意义。  相似文献   

16.
含水层热量输运中自然热对流和水-岩热交换作用的研究   总被引:16,自引:0,他引:16  
本文对含水层热量输运过程中存在的自然热对流和水-岩热交换作用进行了深入研究, 目的是为了弄清两种作用对热量输运的影响。首先针对普通水流方程和热量输运方程的局限性, 给出了能够描述这两种作用的新的数学方程, 并通过建立一个非线性三维含水层热量输运模型加以实现。然后利用上海第二承压含水层的群井储能试验资料, 根据不同的条件进行计算。计算结果与实测数据的对比分析表明, 自然热对流通常对含水层的热量输运有明显作用, 定量研究时不应忽略;水-岩热交换作用持续时间短, 对整个热量输运过程影响较小。  相似文献   

17.
薛娈鸾 《岩土力学》2015,36(7):2088-2094
基于复合单元法,结合三维热传导-对流方程和“充填模型”,提出了裂隙岩体不稳定温度场的复合单元模型。该模型前处理简便快捷,计算网格生成时无需考虑裂隙的存在,网格剖分不受限制,随后利用复合单元前处理程序,依据裂隙的位置和方位将其自动离散在单元内。对常规热传导-对流方程进行自伴随性调整,应用变分原理,推导出裂隙岩体不稳定温度场的复合单元算法,该算法可分别计算出岩块子单元和裂隙的温度值,且可真实反映裂隙中水流与相邻岩块间的热能量交换规律。将复合单元数值模型计算的不稳定温度场结果与相应的实测数据进行对比分析可知,数值计算结果与实测数据基本一致,验证了裂隙岩体不稳定温度场复合单元算法的可靠性与有效性。算例分析表明,裂隙中水流与相邻岩块间有明显的热传导和热对流作用。  相似文献   

18.
The paper shows thermal tests results (thermal conductivity, specific heat) carried out during the research project to recognize the potential of hot dry rocks for heat and electricity production in Poland. Analysis of such parameters of the rock medium has fundamental significance in search of structures for location of enhanced geothermal systems (EGS). Analyses of thermal conductivity as well as specific heat determine the possibility of effective extraction of heat from hot rock formations and its efficient transfer to the land surface. Reservoir rock should be characterized by the lowest possible porosity and permeability, and the highest possible thermal conductivity. In order to recognize reservoir parameters of rocks that form potential reservoirs for EGS, 300 samples of sedimentary rocks were taken from 11 wells located in central Poland. For samples, sizes of which enabled measurement of thermal parameters, tests of thermal conductivity and specific heat were carried out. Independently, measurements of porosity were made. The porosity magnitude determines values of measured thermal parameters. Measurements of thermal conductivity of rocks were made for 24 samples collected from Triassic, Permian and Carboniferous deposits in six wells. Measurements of specific heat on rock samples were made for 20 rock samples. Among sedimentary rocks, principally sandstones and limestones with reservoir parameters favourable for this type of systems are considered to be petrogeothermal reservoirs and are often characterized by favourable thermal parameters for EGS. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

19.
根据热储埋藏条件、盖层、导热构造、地形地貌的总体特征,将太湖南岸地热资源区划分为湖州太湖南岸地热资源区、湖州小梅口地热资源区和湖州苍山地热资源区3区。通过计算区内地热流体年开采累计可利用热能量、热储中的热量、热储中岩石的热量和热储中水的热量,得出太湖南岸地热资源区热储中的热量是现有7口地热井年开采累计可利用热能量的1162倍,其中,热储中水的热量是现有7口地热井年开采累计可利用热能量的126倍,热储中岩石的热量是现有7口地热井年开采累计可利用热能量的1036倍,研究表明太湖南岸地热资源区可利用的地热资源丰富、潜力巨大。初步预测太湖南岸地热资源区东西两侧广大区域内均有可能存在丰富的地下热水资源,可作为今后地热资源勘查的重要区域。  相似文献   

20.
The backfilling materials of borehole heat exchangers (BHE), particularly the grout material, must provide a suitable thermal contact and ensure durability to the induced thermal stresses because of the heat loading. In this paper, the thermal stresses that occurred in BHEs because of heat injection or extraction is investigated with an analytical solution of a hollow cylinder model that is adapted for time‐dependent heat loading, the geometry of a BHE, and the thermo‐mechanical properties of surrounding ground conditions. Firstly, the hollow cylinder model is solved with the considered boundary conditions in 2D plane stress. Secondly, the temperature differences at the inner and outer circles of the cylinder are evaluated with the heat line source models for continuous and discontinuous loading to observe the impact of the heat loading schedule. The developed analytical solution for thermal stress investigation is validated with numerical models. It is demonstrated that the analytical solutions agree well with numerical results for two types of BHE configurations (co‐axial and single U‐shaped pipes). Furthermore, the calculated maximum stresses are compared with the tensile strength of grout materials obtained from Brazilian tests. It is predicted that the thermal contraction of the grout, partially constrained by the surrounding rock, generates tensile stresses that may lead to cracking in the BHE. According to the results, the stiffness of rock has a primary role on the developed tensile stresses, and the relationship between the thermal conductivity of the ground and of the grout induces a proportional impact on the magnitude of thermal stresses. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

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