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排序方式： 共有5666条查询结果，搜索用时 31 毫秒
41.
Gui Liu Yongsheng Zhou Changrong He Wenming Yao Junlai Liu Yuanyuan Zhang 《Geological Journal》2016,51(1):92-112
We performed deformation experiments on a foliated mylonite under high temperature and pressure conditions in this study. To investigate the effect of pre‐existing fabric on the rheology of rocks, our samples were drilled from natural mylonite with the cylinder axis parallel to the foliation (PAR) and perpendicular to the foliation (PER). We performed 25 tests on seven PAR samples and 21 tests on seven PER samples at temperatures ranging from 600 to 890 °C, confining pressures ranging from 800 to 1400 MPa, and steady‐state strain rates of 1 × 10−4, 1 × 10−5 and 2.5 × 10−6 s−1. In the temperatures of 600–700 °C, the deformation is accommodated by semi‐brittle flow, with the average stress exponent being 6–7 assuming power law flow; in the temperature range of 800–890 °C, deformation is mainly by plastic flow, with an average stress exponent of n = 3 and activation energies of Q = 354 ± 52 kJ/mol (PER and PAR samples). The experimental results show that the strengths of PER samples are higher than those of PAR samples. Deformation microstructures have been studied by optical and electron microscopy. The original foliation of PER samples is destroyed by deformation and replaced by a new foliation, but the deformation of PAR samples followed the original foliation. Electron backscatter diffraction (EBSD) measurements show a strong lattice preferred orientation (LPO) of the quartz c axis fabrics of the starting samples and deformed PER and PAR samples. However, the c axis fabric of quartz in experimentally deformed PER and PAR samples varied with temperature and strain rate is different from that seen in the starting mylonite sample. The initial quartz c axis fabric of the starting mylonite sample has been transformed into a new fabric during experimental deformation. Dehydration melting of biotite and hornblende occurred in both PER and PAR samples at temperatures of 800–890 °C. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
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ZHANG Guoliang 《《地质学报》英文版》2011,85(6):1286-1298
Major elements of 2202 basalts from the East Pacific Rise (EPR) and 888 basalts from near-EPR seamounts are used to investigate their differences in magma crystallization pressures and mantle melting conditions. Crystallization pressure calculation from basalts with 5.0wt%相似文献
43.
基于前人有关膨润土在碱性环境下的室内试验和数值模拟的研究结果 ,重点阐述了碱金属离子及碱溶液对膨润土矿物成分、微观结构、膨胀性和渗透性等方面的影响,讨论了温度、pH值与溶液浓度等对上述过程的影响。碱金属离子及碱性溶液不仅可交换膨润土中蒙脱石层间阳离子,而且可溶解膨润土中的蒙脱石,生成非膨胀性矿物,并随着温度和pH值升高,蒙脱石被溶解程度增加,从而导致了膨润土膨胀力减小,且随着温度、溶液浓度及pH值的增加,膨胀力削弱程度加强;同时,膨润土与碱金属离子及碱溶液接触时孔隙增多,进而渗透性增强,随着温度和溶液浓度增加,渗透性也明显增强。数值模拟可实现膨润土与碱性溶液长期接触时发生的矿物成分及渗透性变化的预测。高温、不同pH值的低碱性溶液及其耦合作用对膨润土的矿物化学成分、微观结构、膨胀力和渗透性的影响及机理研究应该是今后研究的重点。 相似文献
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以广州地区花岗岩残积粘性土为研究对象,通过击样法制备特定含水量试样,在不同压力下进行固结加、卸荷试验,对比分析试验数据,初步研究加、卸荷状态下花岗岩残积粘性土的抗剪强度变化,探寻先期固结压力、含水量与抗剪强度间规律。重塑残积土抗剪强度随含水量增加而减小;在先期固结压力相同的条件下,卸荷相对加荷试验条件下的土体强度显著减小,且减少值随残积土含水量的增加而逐渐减小,故在基坑开挖等卸荷工程项目中,应充分考虑卸荷对土体抗剪强度的影响,在卸荷工程中采用土体卸荷抗剪强度指标更符合工程实际。 相似文献
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R. Mourgues J.B. GressierL. Bodet D. BureauA. Gay 《Marine and Petroleum Geology》2011,28(5):1111-1121
In petroleum industry, the difference between pore pressure (Pp) and minimum horizontal stress Sh (termed the seal or retention capacity) is of major consideration because it is often assumed to represent how close a system is to hydraulic failure and thus the maximum hydrocarbon column height that can be maintained. While Sh and Pp are often considered to be independent parameters, several studies in the last decade have demonstrated that Sh and Pp are in fact coupled. However, the nature of this coupling relationship remains poorly understood. In this paper, we explore the influences of the spatial pore pressure distribution on Sh/Pp coupling and then on failure pressure predictions and trap integrity evaluation. With analytical models, we predict the fluid pressure sustainable within a reservoir before failure of its overpressured shale cover. We verify our analytical predictions with experiments involving analogue materials and fluids. We show that hydraulic fracturing and seal breach occur for fluid pressure greater than it would be expected from conventional retention capacity. This can be explained by the impact of the fluid overpressure field in the overburden and the pressure diffusion around the reservoir on the principal stresses. We calculate that supralithostatic pressure could locally be reached in overpressured covers. We also define the retention capacity of a cover (RC) surrounding a fluid source or reservoir as the difference between the failure pressure and the fluid overpressure prevailing in shale at the same depth. In response to a localized fluid pressure rise, we show that the retention capacity does not only depend on the pore fluid overpressure of the overburden but also on the tensile strength of the cover, its Poisson’s ratio, and the depth and width of the fluid source. 相似文献
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