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A comprehensive study of the mechanical properties of rock-like materials for inelastic deformation model establishment
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作者 TRIMONOVA Mariia STEFANOV Yuri +1 位作者 DUBINYA Nikita BAKEEV Rustam 《地质力学学报》 北大核心 2025年第3期475-490,共16页
[Objective]The work is devoted to the study of irreversible deformation of artificial samples subjected to a set of standard experiments,with an aim to study their mechanical properties.The principal idea of the study... [Objective]The work is devoted to the study of irreversible deformation of artificial samples subjected to a set of standard experiments,with an aim to study their mechanical properties.The principal idea of the study is related to the preparation of an artificial material with an established constitutive behavior model.The existence of such a well-described material provides future opportunities to conduct controllable experiments on various mechanical processes in rock-like material for further development and validation of theoretical models used in rock mechanics.[Methods]A set of artificial samples was prepared for careful assessment through a number of loading tests.Experimental work was carried out to determine the rheological properties under conditions of triaxial compression tests and uniaxial tension.Triaxial loading tests are completed for 9 samples with varying radial stress levels(0-5 MPa).The samples are loaded up to the yield point with control of radial and volumetric strain.The experimental results,which contain the obtained interrelationships between axial and radial stresses and strains,are analyzed using the Drucker-Prager yield surface.Material hardening is taken into account through the non-associated plastic flow law with the cap model.Numerical modeling of sample loading is performed through the finite difference method.Mathematical model parameters are adjusted to minimize the discrepancy between numerical modeling results and experimental data.The design of a series of experimental studies necessary to determine all the parameters of the model has been studied.[Results]It is shown that the formulated mathematical model allows to reliably reproduce the inelastic behavior of the studied material,and it can be used to solve a set of applied problems in continuum mechanics,the problem of numerical simulation of hydraulic fracture growth in an elastoplastic medium in particular.It was found that for the entire range of applied lateral loads(0-5 MPa),the elastic limit varied from 2 to 4 MPa,after which the material began to behave plastically.It was also determined that at lateral loads≥3 MPa,compaction began to appear in the material beyond the yield point.Judging by the dependence of volumetric strains under a lateral load equal to 1.4 MPa,compaction should begin to appear even at lateral loads lower than 3 MPa.[Conclusion]Taking the plastic behavior of the material into account is necessary when moving on to modeling the hydraulic fracturing process in such a material,and the resultant plasticity parameters for the model material can be used for numerical modeling of elastoplastic deformation of the rock under consideration,including processes such as hydraulic fracture growth in a poroelastoplastic medium.[Significance]The suggested procedure to interpret results of experimental studies can be used for further numerical modeling of mechanical processes in rock masses with inelastic strain accumulation.This opportunity can increase the reliability of geomechanical models used for the optimization of hydrocarbon fields development. 展开更多
关键词 plastic deformation internal friction shear strength triaxial compression “Brazilian”test loading diagrams
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Pc5 Oscillation Analysis by the Satellite and Ground-Based Data
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作者 A. Potapov T. Polyushkina +3 位作者 T. L. Zhang H. Zhao A. Guglielmi J. Kultima 《空间科学学报》 CAS CSCD 北大核心 2005年第5期393-396,共4页
Large amplitude Pc5 event was observed in the space and on ground on August 3, 2001, about three hours after contact of the strong discontinuity in the solar wind with the magnetosphere according to data from ACE and ... Large amplitude Pc5 event was observed in the space and on ground on August 3, 2001, about three hours after contact of the strong discontinuity in the solar wind with the magnetosphere according to data from ACE and Wind satellites. The Pc5 amplitude was as high as 15 nT in the tail of magnetosphere and about 5 nT at the ground based stations. In the magnetosphere Pc5 waves were observed by Cluster and Polar satellites, which occupied positions in the morning part of the near tail at the close field lines but were parted by distance of 11.5 Re, mainly along the x-axis of the GSM coordinate system. Both compressional and transverse components of the Pc5 wave activity were observed in the space, with the transverse component having the larger amplitude. Time delay between the Cluster and Polar satellites was about 8 minutes, which could be interpreted as a wave propagation from the geomagnetic tail to the Earth with the 150km/s group velocity.The ground-based Pc5 activity was analysed by using data from the Image magnetometer network. Doubtless demonstrations of a field line resonant structure were found in variations of amplitude and polarization with latitude. Finnish chain of search coil magnetometers observed modulated Pc1 emission simultaneously with the Pc5 wave train. A possibility of non-linear impact of Pc5 wave energy on the plasma and waves in the magnetosphere is discussed. 展开更多
关键词 人造卫星 磁气圈 太阳风 太阳活动
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阿尔泰山东缘主要活动断裂影像特征分析 被引量:16
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作者 洪顺英 申旭辉 +4 位作者 赖木收 陈正位 荆凤 欧阳新艳 E A Rogozhin 《地震地质》 EI CSCD 北大核心 2006年第1期119-128,共10页
文中采用遥感资料,对阿尔泰山东缘的主要活动断裂———科布多(Hovd)断裂与哈尔乌苏湖(Har-Nuur)断裂进行研究,从地貌特征上对断裂进行详细分析,揭示其几何学和运动学特征。初步研究表明阿尔泰山东缘的活动断裂规模、滑动速率和强地震... 文中采用遥感资料,对阿尔泰山东缘的主要活动断裂———科布多(Hovd)断裂与哈尔乌苏湖(Har-Nuur)断裂进行研究,从地貌特征上对断裂进行详细分析,揭示其几何学和运动学特征。初步研究表明阿尔泰山东缘的活动断裂规模、滑动速率和强地震活动并不弱于其西南缘。其中科布多断裂走向NNW,右旋走滑,长约600km,中更新世(Q2p)以来最大水系右旋位错约9.0km,滑动速率可达3.8~12.3mm/a,平均滑动速率约7.8mm/a;哈尔乌苏湖断裂走向NNW,右旋走滑,长约480km,全新世以来活动性明显增强,第四纪洪积扇上发现有最新的断裂迹象。阿尔泰山东缘的新构造运动与强地震活动,除了与印度-欧亚板块碰撞作用有关外,可能还与局部地区的动力学过程有关。 展开更多
关键词 遥感 阿尔泰山 科布多断裂 哈尔乌苏湖断裂
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2008年汶川地震前震源区的异常应力状态 被引量:6
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作者 王凯英 Yu. Rebetsky +2 位作者 刁桂苓 马胜利 马瑾 《地震地质》 EI CSCD 北大核心 2012年第1期11-16,共6页
我们收集了紫坪铺水库区域台网记录到的2004年8月16日至2008年5月12日汶川地震前发生在震中区及附近区域的486个小震震源机制资料,运用碎裂分析法对这些震源机制数据进行分析,获得了汶川地震前3年多时间内震源区应力水平随时间的演化过... 我们收集了紫坪铺水库区域台网记录到的2004年8月16日至2008年5月12日汶川地震前发生在震中区及附近区域的486个小震震源机制资料,运用碎裂分析法对这些震源机制数据进行分析,获得了汶川地震前3年多时间内震源区应力水平随时间的演化过程。结果显示,强震发生前震源及附近区域约在2007年6月发生了应力突变,出现了2个应力异常高值区,其形成过程同时伴随着龙门山中央断裂的应力水平降低,最终强震发生在高应力区和低应力区之间的应力梯度带上。汶川地震前应力状态的演化过程,类似于实验研究中出现的非均匀断层失稳前的地震成核现象,符合地震成核的宏观表现。巴颜喀拉块体的南边界-鲜水河断裂的短基线测量也显示出,在同一时间段鲜水河断裂南段由左旋滑动转为异常的右旋错动,反映了汶川强震前整个巴颜喀拉块体有向东加速运动的异常过程。 展开更多
关键词 震源机制 碎裂分析方法 汶川强震 震前应力异常
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2001年昆仑山口西地震前后山西构造带的应力状态变化 被引量:5
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作者 王凯英 马瑾 +3 位作者 刁桂苓 Yu. Rebetsky 王晓山 闫小兵 《地震地质》 EI CSCD 北大核心 2012年第4期597-605,共9页
运用应力状态定量化参数反演方法(CAM),对发生在山西构造带(简称山西带)1967—2010年期间的地震震源机制数据进行了应力状态反演。按这个时段中国发生的强震和山西省中强地震发生时间对数据进行了分时段研究。研究表明,在2001年昆仑山口... 运用应力状态定量化参数反演方法(CAM),对发生在山西构造带(简称山西带)1967—2010年期间的地震震源机制数据进行了应力状态反演。按这个时段中国发生的强震和山西省中强地震发生时间对数据进行了分时段研究。研究表明,在2001年昆仑山口西8.1级地震前后山西构造带的最大主压应力轴方向发生了明显变化。该地震前山西带最大主压应力轴方向以NW向分布为主;该地震后山西带的最大主压应力轴转变为NE向分布为主。值得强调的是,在1967—2001年11月各时间段中主压应力轴方向没有明显区别,说明该地震对山西带应力状态变化起了重要作用。当最大主压应力轴为NW向分布时,山西带内的SN向构造段与NE向构造段的应力状态均以水平剪切为主;而当最大主压应力轴转为NE向分布时,山西带内SN向构造的应力状态分布表现为水平剪切,而NE向构造的应力状态分布表现为水平拉张。文中对产生应力主轴方向变化的原因进行了分析。与此同时,对山西带强震分布与构造条件的关系也进行了讨论。 展开更多
关键词 CAM方法 山西构造带 应力状态变化
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