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51.
52.
S. R. Tod 《Geophysical Journal International》2001,146(1):249-263
53.
Conductivity models were compiled in two geological provinces with thinsediments. The first province is the margin of the Precambrian East EuropeanPlatform. The second one is the Phanerozoic Rhenish Massif as a part of CentralGermany Hercinicum. In both provinces, a conducting layer was revealed at thebase of the upper crust by the magnetotelluric soundings. Its depth is around10 km in the East European Platform and around 15 km in the Rhenish Massif.The conductance of the layer reaches a few tens of Siemens in the first provinceand is almost an order of magnitude greater in the second one.A good correlation between the conductor and a seismic wave-guide (low-velocityzone) exists at the base of the upper crust. Simultaneous decrease of both electricalresistivity and seismic velocity, suggests an increase of porosity and permeability inpresence of saline water. The depth of rheological weak layer in the PhanerozoicRhenish Massif corresponds to the commonly accepted depth of the thermallyinduced brittle/ductile transition. Contrary similar layer in the Precambrian EasternEuropean Platform is much shallower than the thermally induced transition. Somenew mechanism should be considered. 相似文献
54.
笔者以辽河盆地冷家地区冷94井为例,通过铸体薄片、电镜扫描、能谱 阴极发光等分析和实验手段,对沙三段砂岩的成岩历史、成岩序列与孔隙演化及发展趋势刊物, 出成岩阶段可划分为同生期→早成岩阶段早期→早成岩阶段晚期→晚成岩阶段早期。孔隙演化主要在压实作用,粘土矿物的包膜作用,方解石、白云石的胶结作用,长石溶蚀作用、石英的次生加大和微晶石英的沉淀作用等方面进行了研究,阐述并总结了它们互相之间的内在联系。 相似文献
55.
pH值对长石溶解度及次生孔隙发育的影响 总被引:19,自引:0,他引:19
本文从长石溶解反应的机理及各离子形态在溶液中分布的热力学角度出发 ,论述了pH值对三个长石端员及高岭石在流体中溶解度的影响。在此基础上 ,进一步探讨了流体酸碱度对长石向高岭石转化和次生孔隙发育程度的制约 ,并提出了衡量次生孔隙发育程度的参数———转化系数D。 相似文献
56.
有机酸对长石溶解度影响的热力学研究 总被引:16,自引:0,他引:16
为明确认识有机酸(草酸、醋酸)对长石溶解度及储层次生孔隙发育的影响,本文利用热力学方法,计算了不同温度、酸度下钾长石在含有醋酸根0.05mol/L、草酸0.0055mol/L的溶液中的溶解度及草酸和醋酸对溶液酸度的影响,计算的结果表明醒酸根与铝的络合作用只发生在偏酸性的溶液体系中,并且随温度升高要求酸度增加,实际的络合能力降低,醋酸根的络合作用对长石溶解度的增加作用极及有限,最高时不足一倍;但醋酸能有效地缓冲溶液酸度,从而提高长石溶解度。草酸根与铝的络合作用发生在弱碱性至酸性条件下,温度升高,络合能力增加,络合效应对长石溶解度,草酸根上铝的络合作用发生在弱碱性至酸性条件下,温度升高,络合能力增加,络合效应对长石溶出量的增加最多可达2个数量级以上,草酸的浓度太低无法通过缓冲溶液在较高的酸度下来促进长石的溶解,草酸和醒酸能否促进储层次生孔隙的发育取决于盆地流体的酸度及组成流体的缓冲体系。 相似文献
57.
This paper describes a GPR study carried out with the aim of evaluating deterioration of concrete floors in a textile factory. In the past, production process waste was spilt onto the floor of the factory. A slow but continuous action from this waste on the concrete caused a significant variation in its porosity that can be detected by studying changes in the GPR reflected pulse. A simple synthetic model was developed in order to obtain information about how the response of the GPR antenna pulse is affected by changes in the porosity of concrete. It should also be taken into account the different conditions of the factory floor at the time of testing, as it had been isolated from the action of waste for many years. The heterogeneous conditions of the floor and the simplicity of the model used did not allow for an accurate estimate of the porosity; however, it was possible to map degraded areas of the floor in relationship to changes in the reflected signal. Core samples taken showed that some areas had concrete porosity of 15% and up to 25%, which is closer to that of sand than to concrete. 相似文献
59.
60.
The speedv, especially the problem whether super S-wave velocity in the classical model (linear elasticity fracture mechanics) exists,
of spontaneous propagation of a shear fault is investigated theoretically. An in-plane shear crack propagating in the crack
plane is taken as the model of the shear fault. The results obtained firstly by Kostrov (1975) is extended from sub-Rayleigh
wave velocity to super S-wave velocity, and the analytical expression for the stress intensity factorK
2 in the case ofα>v>β is derived. It is proved that for Poisson mediumK
2 is positive and real in the velocity range (β, 1.70β). This demonstrates that (β, 1.70β) is the velocity range which fulfils the conditions for spontaneous crack propagation. The existence, convergence and positiveness
or negativeness ofK
2 forv in individual sections are examined, and it is found that for an in-plane shear crack: 1. There are three sections forv, i.e., [0.v
R], (β, 1.70β), andα, respectively, and 2. There are two physically reasonable sections forv, the first is [v
R, β], and the second is [1.70β, α]. These two forbidden sections behave as barriers to fault propagation.
The analytical expressions derived in this paper are not only suitable to classical model, but also to the other derivative
models (e. g., the slip-weakening model and the renomalization model etc.). The model considered in this paper is more realistic
than the static model employed by previous authors.
The Chinese version of this paper appeared in the Chinese edition ofActa Seismologica Sinica, 15, 9–14, 1993. 相似文献