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151.
剪切带的流体-岩石相互作用 总被引:5,自引:1,他引:5
作为大陆岩石圈中的应变局部化带,剪切带中一般都渗透着大量流体。流体的来源与剪切带所处的构造背景、流变域和水文条件有关,而剪切带中流体的流动则受岩石的渗透率、孔隙度、孔隙性质、流体的扩散和渗透能力、环境的温压条件、应力或载荷的梯度等因素所制约。剪切带中流体的成分、通量及赋存状态或流动方式,直接影响着岩石的流变。由应变局部化及力学失稳所引起的化学不平衡和由流体与岩石的相互作用,使剪切带岩石的矿物成分和化学成分发生调整,其变异程度取决于原岩的性质、剪切的温压条件和流体的成分及通量等。由于流体的渗透流动和流体与岩石的相互作用使剪切带的体积有所变化,体积变化过程是一种自组织行为。较大的体积亏损,意味着剪切带中渗透过大量的流体,这对剪切带的流变行为、化学行为和成矿作用都有深刻的影响。 相似文献
152.
153.
煤田地震勘探一直探寻着对小断层的自动检测方法,因受各种因素的影响,至今尚无良策。本文介绍了多元地震参数的模式识别方法,并通过模型及实测资料成功地检测到10m以下小断层。 相似文献
154.
流体地质作用的构造效应 总被引:2,自引:1,他引:2
许多事实证明,在地壳及地球深部存在着大量的流体,它们以气体、液体、熔融体等形式存在于地球内部不同深度处。这些流体的活动在地壳及岩石圈运动演化过程中扮演着十分重要的角色,其作用贯穿于地壳与岩石圈运动演化的全过程,地球表面形成的各种构造与流体作用的参与有着密切的联系。 相似文献
155.
Zhou Cuiying Wang Hongwei Wang Mei and Zhang YuxiaSeismological Bureau of Shandong Province Jinan China Center for Analysis Prediction SSB Beijing China 《中国地震研究》1997,(4)
In order to solve the problem of early estimation of moderately strong aftershock duration time in an earthquake sequence,this study has been conducted.First,the definition of the strong aftershock has been given.It is pointed out that there is a difference in the strong aftershock duration time between the main shock type sequence and the strong earthquake swarm sequence.After dividing the three cases,i.e.,a strong aftershock duration time larger than 1 day,smaller than 1 day,and no strong aftershock occurred in a main shock type sequence by using the pattern recognition method,we gave the rough correlation relation between strong aftershock duration time and first large shock magnitude for two types of sequences.Finally,the judgment index and method of estimating strong aftershock duration times for different sequence types have been given. 相似文献
156.
Todor Ganev Fumio Yamazaki Tsuneo Katayama Teruyuki Ueshima 《Soil Dynamics and Earthquake Engineering》1997,16(7-8):459-470
This paper presents results from forced vibration tests, microtremor observations and earthquake response analysis of a nuclear reactor containment model constructed on stiff soil in Hualien, Taiwan. The dynamic behavior of the soil-structure system is simulated successfully with two numerical models: a sway-rocking model, whose soil parameters are evaluated on the basis of the continuum formulation method, and a finite element model, using the program SASSI with the flexible volume substructuring approach. The dependences of the soil parameters of both models on the amplitudes of the different dynamic excitations are investigated in detail. An original numerical simulation of microtremor is performed. Comparison with results of a previous study involving a rigid tower on a soft soil site in Chiba, Japan is offered. 相似文献
157.
By means of barotropic model, the characteristic and initial value problems are investigated to reveal the local two-dimensional
barotropic instability of the nonuniform current to the dynamic mechanism of the formation of the Yangtze-Huaihe River severe
storm in July 1991. Analytical theory and numerical experiment show that (i) the unstable developing modes are chiefly the
two periods of about 44 d and 10 d, which are fundamentally consistent with that of the precipitation change of the Yangtze-Huaihe
River. (ii) The growth rate of the local perturbation is dominated by the meridional wave numbern = 1–5 and zonal wave numberk = 1–12, i.e. the severe storm over the Yangtze-Huaihe River results from the interaction of the systems at different latitudes
and waves of different scales, (iii) The perturbation over the Yangtze-Huaihe River possesses the property of local intensification,
which slowly migrates westward over the lower and middle reaches of the Yangtze-Huaihe River. (iv) The growth rate of the
instability, especially the propagation velocity of the perturbation, is sensitive to the external parameters ū and α.
Project supported by the National Natural Science Foundation of China. 相似文献
158.
Based on characteristics and trap types of gas reservoirs in large and medium gas fields in China, 4 gas reservoir models
have been established:(i) structural trap gas reservoir model I, formed earlier than or simutaneously with generating of gases;
(ii) structural trap gas reservoir model II, formed later than generating of gases; (iii) fossil weathered residuum gas reservoir
model; and (iV) mud diapir abnormal temperature and pressure gas reservoir model. Distribution patterns of large-medium gas
fields are described with the concept of “sealed compartment”. It is concluded that the inner-compartment area, marginal area
of the compartment and the areas between two overlapped sealed compartments are the most favourable areas for discovering
large-medium gas fields.
Project supported by the “85–102” Chinese National Key Science and Technology Project. 相似文献
159.
The validity of the Winkler foundation model is investigated by predicting the experimentally measured displacement transfer functions and strain spectra of a single pile embedded in a sandbox and supporting a single-degree-of-freedom superstructure. The foundation-superstructure system is a scale model and was subjected to shake table excitations. The distributed springs and dashpots of the Winkler foundation model are frequency dependent and the calibrated model predicts satisfactorily the displacement transfer function at different depths for both fixed- and free-tip pile conditions. On the other hand, the pile-axial-strains are substantially underestimated when expressed in terms of the second derivative of the computed elastic line of the pile. It is shown that a much more dependable prediction is achieved when pile-axial-strains are expressed in terms of the inertial forces acting along the pile-superstructure system. 相似文献
160.