983 resultados para Ac eff rock fragm
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为了研究驱油体系在模拟岩芯表面的润湿性,为微重力应用研究提供依据,选择胜利纯梁采油厂c6—41井原油,应用正交实验设计,通过最低瞬时界面张力测定,筛选出阴离子表面活性剂sDc—V、非离子表面活性剂FBB、HPAM和复碱的驱油体系配方.开展室内模拟驱油实验,同时测定驱油体系溶液对模拟岩芯的接触角,并且关联驱油效率和接触角之间的关系,发现驱油效率越高,接触角值越小.
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在用批量法生长溶菌酶晶体的过程中,使用粒子图像测速技术观测晶体生长固/液体系的宏观速度场,使用长工作距离显微镜测定了晶体(110)面的法向生长速率和晶体周围溶液的局域速度场.实验结果表明,固/液体系的平均流速、最大流速以及单个晶体周围的局域流速均具有起伏特性.基于蛋白质晶体的对流-扩散模型,计算了有效浓度边界层厚度δeff,界面溶质浓度Ci以及特征速度V.计算结果表明,在实验条件下,溶菌酶的晶体生长过程主要由表面动力学控制,浮力对流在质量输运中的份量很小,但随着过饱和度的增加,质量传输的份额有增大趋势.计算结果还表明,浮力对流所产生的剪切力的量级为10?21N,远小于溶菌酶分子间的键力,因此浮力对流产生的剪切力不会对溶菌酶晶体生长产生很大影响.
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岩体中爆炸提高矿石的渗透性可以极大地提高采矿效率,是碎裂岩型矿床预裂浸出法的关键技术。混凝土与岩体都具有脆性材料的特性,因此用浇筑于铁桶中的混凝土试件进行模型实验研究岩体的爆炸增渗效果。铁桶可以提高实验效率,使边界条件更为简单和易于操作,但是,实验和原型的差异需要论证。用自主开发的基于连续介质力学模型的离散元方法,模拟了有铁桶边界的模型实验,验证了数值模拟方法的可行性及有效性,给出了有弹性侧限边界约束的混凝土和较大尺度无反射边界条件的岩石中的爆炸差别。在此基础上,分析了岩石中爆炸造成的岩石破坏规律。计算结果表明:岩石破坏面总面积和破坏区的最大裂缝宽度受药量和岩石的抗拉强度影响,破坏面总面积和裂缝宽度随药量增加而增大,随抗拉强度增大而减小;在药量相同的条件下,实际岩石环境下的岩块破坏程度比铁桶约束的大。模型实验和数值模拟相结合的办法可以对混凝土和岩石的爆炸破坏给出较为合理的结果。
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以节理岩体等效刚度的概念为基础,讨论了离散元刚性块体模型中节理刚度的选取问题。采用面-面接触模型模拟了纵波在一维岩体中的传播,给出了纵波波形;研究了阻尼比、软弱夹层以及节理间是否可拉对波传播规律的影响。
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[EN]In the course of a sondage dug in the rock shelter of J3, in the Jaizkibel mountains (at the north-western tip of Guipúzcoa), the body of a adult man was located buried inside a shell midden. This shell midden had not been disturbed and presented internal stratigraphy features. In any case, the outer edge of the shell midden does show some interesting interdigitation with the adjacent habitational layers, with evidence of different stages of occupation. Within the shell midden itself, under the individual buried there, it was possible to observe layers without any ceramics, whereas the layers covering said individual included ceramic fragments. This individual has been dated to 8,300 BP and therefore corresponds to a Mesolithic context.
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针对断续节理岩体提出了一种随机计算模型.在该模型中,假设结构面的形状为正方形,通过岩体结构面的统计分布函数模拟结构面的空间随机分布.给出了随机节理模型的实现方法,对该随机模型的算法可靠性进行了验证.通过单向加载模拟试验研究了节理岩体破坏强度与节理倾角及节理连通率等因素的关系,并与极限平衡条件推导的理论结果进行了比较,分析了数值模拟结果与极限平衡理论结果的异同性,进而验证了节理随机计算模型的可靠性.同时,研究了节理连通率与岩体等效弹性模量之间的影响关系,给出了二者的影响关系式.
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在岩石材料非均匀特性的基础上,建立了弹塑性概率材料本构.认为材料单元的切线模量与破坏强度都是服从二参数Weibull分布的随机量,通过用户材料子程序将该本构导入到LS-DYNA3D中,推导了程序流程,分析了导入过程中的关键技术.算例验证表明,应用该本构模拟得出的现象与实验观测完全一致,这是确定性本构无法实现的.
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位于茅坪滑坡体后缘的白岩危岩体于2002年8月24日发生了大规模的崩塌。崩落的块石落在滑坡体上,对滑坡体产生了加载作用,影响了该滑坡体的稳定性。为研究茅坪滑坡体的稳定性,有必要弄清滑坡体上崩落块石的堆积情况。论文在对清江隔河岩水库白岩危岩体崩塌现场调查的基础上,估算了崩塌岩体的体积,实地测量了岩体崩塌后堆积体表面块石的尺寸以及各块石空间位置坐标。对测量的结果进行了统计分析。根据所测量的块石尺寸、得到了崩落岩体的块体大小级配累积曲线图和各块石尺度出现的概率,从而阐明了各尺度崩落块石组合情况。根据各块石尺寸和各块石空间位置坐标、分析得到不同尺寸崩落块石落在滑坡体上的空间分布规律,从而为茅坪滑坡的进一步研究打下了基础。
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采用三维离散元方法,模拟含节理岩块的单轴受压试验。并针对节理空间分布,给出了解析解与数值计算比较的结果,验证了数值模拟的正确性。当节理正交时,离散元与有限元的计算结果一致。计算结果定量地说明了岩体的各向异性和尺寸效应。
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Esta coleção, geralmente conhecida por Grineu, foi compilada por Johann Huttich e publicada por Simon Grineu, que também escreveu e assinou o prefácio. A primeira edição, "muito e rara e de inestimável valor", segundo Borba de Moraes, foi publicada na Basiléia por Jo. Hervagium, em 1532. Dessa edição, a Biblioteca Nacional do Rio de Janeiro possui um exemplar que pertencia à Biblioteca da Ajuda. A obra foi reimpressa em Paris, em 1532, e novamente na Basiléia, em 1537. Esta edição foi acrescida da carta de Maximilianus Transilvanus, secretário de Carlos V, ao Cardeal de Salzburgo. Dentre as várias ediçoes, a mais completa é a de 1555. Relata as grandes navegações e as expedições de Cristovão Colombo, Pedro Alonso, Pinzoni, Americo Vespucio, dentre outros
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This is a student paper done for a University of California Berkeley Zoology class. Since UCB didn't have its own marine lab at the time, it rented space at Hopkins Marine Station where this work was done. Cadet Hand earned his Ph.D. from Berkeley and went on to become Director of the Bodega Marine Laboratory. Donald Putnam Abbott also earned his Ph.D. from Berkeley and later became a Stanford professor at Hopkins Marine Station. (PDF contains 26 pages)
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Titulo do v. 2 : m. tulli ciceronis orationes
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Título Uniforme : Corpus Juris Civilis. Institutas.
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The paper presents an experimental study on critical sensitivity in rocks. Critical sensitivity means that the response of a system to external controlling variable may become significantly sensitive as the system approaches its catastrophic rupture point. It is found that the sensitivities measured by responses on three scales (sample scale, locally macroscopic scales and mesoscopic scale) display increase prior to catastrophic transition point. These experimental results do support the concept that critical sensitivity might be a common precursory feature of catastrophe. Furthermore, our previous theoretical model is extended to explore the fluctuations in critical sensitivity in the rock tests.