四川资阳及邻区灯影组古岩溶特征与储集空间

本文通过对资阳地区灯影组钻井岩心的宏观、微观及地球化学特征的研究发现，灯影组曾受到多期不同程度岩溶作用的改造，形成了一系列特征的岩溶标志。根据岩溶期次及与储集空间发育的关系等进一步将岩溶划分为同生－准同生期、表生期、中－深埋藏期、褶皱期四种岩溶类型。现今灯影组天然气的储集空间主要受到岩溶作用的控制，是多期岩溶作用长期叠加的结果。     

岩体系统渗流场与应力场耦合的广义双重介质模型的应用研究

本文通过实验资料分析, 提出了裂隙岩体应力与渗流之间的分形几何关系式。以研究区岩体系统结构为基础, 提出了岩体系统应力场与渗流场耦合的广义双重介质模型, 并将该模型应用于某水利水电工程的渗流与控制中, 对坝区岩体进行了应力场和渗流场的耦合分析, 取得了比较满意的结果。     

二重孔隙介质地下水溶质运移模型应用研究

为比较准确地模拟二重孔隙介质地下水溶质运移 ,本文依据二重孔隙介质法 ,分别对孔隙岩块和裂隙介质建立相应的溶质运移模型 ,将孔隙岩块视为作用于裂隙介质的源或汇 ,对反映岩块和裂隙介质之间物质交换的耦合项进行了数学推导。应用本文方法在济南地区建立起二重孔隙介质溶质运移模型。研究结果表明 ,此方法更实际地反映出裂隙对溶质较强的传导能力和孔隙岩块对溶质较强的贮存能力     

Sedimentation rates and subsidence in the Southern Tyrrhenian Basin

The petrophysical properties of sediment drill core samples recovered from the Sardinian margin and the abyssal plain of the Southern Tyrrhenian Basin were used to estimate the downhole change in porosity and rates of deposition and mass accumulation. We calculated how the deposited material has changed its thickness as a function of depth, and corrected the thickness for the compaction. The corresponding porosity variation with depth for terrigenous and pelagic sediments and evaporites was modelled according to an exponential law. The mass accumulation rate for the Plio-Quaternary is on average 4.8×10⁴ kg m⁻² my⁻¹ on the Sardinian margin and for the Pliocene in the abyssal plain. In the latter area, the Quaternary attains its greatest thickness and a mass accumulation rate of 11–40×10⁴ kg m⁻² my⁻¹. The basement response to sediment loading was calculated with Airy-type backstripping. On the lower part of the Sardinian margin, the basement subsidence rate due to sediment loading has decreased from a value of 300 m my⁻¹ in the Tortonian and during the Messinian salinity crisis (7.0–5.33 Ma) to about 5 m my⁻¹ in the Plio-Quaternary. In contrast, on the abyssal plain this rate has changed from 8–50 m my⁻¹ during the period 3.6–0.46 Ma, to 95–130 m my⁻¹ since 0.46 Ma, with the largest values in the Marsili Basin. The correlation between age and the depth to the basement corrected for the loading of the sediment in the ocean domain of the Tyrrhenian Basin argues for a young age of basin formation.     

Effects of dynamic soil behavior and wave non-linearity on the wave-induced pore pressure and effective stresses in porous seabed

Most previous investigations for the wave-induced soil response have only considered the quasi-static soil behavior under linear wave loading. However, it is expected that the dynamic soil behavior and wave non-linearity will play an important role in the evaluation of wave-induced seabed response. In this paper, we include dynamic soil behavior and wave non-linearity into new analytical models. Based on the analytical solution derived, the effects of wave non-linearity on the wave-induced seabed response with dynamic soil behavior are examined. Numerical results demonstrate the significant effects of wave non-linearity and dynamic soil behavior on the wave-induced effective stresses. The applicable range of dynamic and quasi-static approximations is also clarified for engineering practice.     

Seismic wave properties in time-dependent porosity homogeneous media

It is quantified the properties of seismic waves in fully saturated homogeneous porous media within the framework of Sahay's modified and reformulated poroelastic theory. The computational results comprise amplitude attenuation, velocity dispersion and seismic waveforms. They show that the behaviour of all four waves modelled as a function of offset, frequency, porosity, fluid viscosity and source bandwidth depicts realistic dissipation within the sonic–ultrasonic band. Therefore, it appears that there is no need to include material heterogeneity to model attenuation. By inference it is concluded that the fluid viscosity effects may be enhanced by dynamic porosity.     

对气象短信制作的思考

本文运用传播学和新闻学中的有效传播的基本原则,联系当前气象短信传播实际,将气象短信有效传播的基本原则归纳为科学实用原则、及时准确原则、新闻结构原则、通俗易懂原则、审美趣味原则;总结了工作中对提高气象短信编辑质量的几点体会,为气象短信的不断创新,增强对用户的吸引力提供有益参考。     

Shear-enhanced compaction during non-linear viscous creep of porous calcite-quartz aggregates

In this paper, we extend the previous studies of semi-brittle flow of synthetic calcite-quartz aggregates to a range of temperatures and effective pressures where viscous creep occurs. Triaxial deformation experiments were performed on hot-pressed calcite-quartz aggregates containing 10, 20 and 30 wt% quartz at confining pressure of 300 MPa, pore pressures of 50-290 MPa, temperatures of 673-1073 K and strain rates of 3.0×10⁻⁵/s, 8.3×10⁻⁵/s and 3.0×10⁻⁴/s. Starting porosity varied from 5 to 9%. We made axial and volumetric strain measurements during the mechanical tests. Pore volume change was measured by monitoring the volume of pore fluid that flows out of or into the specimen at constant pore pressure. Yield stress increased with decreasing porosity and showed a dependence on effective pressure. Thus, the yield stress versus effective pressure can be described as a yield surface with negative slope that expands with decreasing porosity and increasing strain hardening, gradually approaching the envelope of strength at 10% strain, which has a positive slope. Creep of porous rock can be modeled to first order as an isolated equivalent void in an incompressible nonlinear viscous matrix. An incremental method is used to calculate the stress-strain curve of the porous material under a constant external strain rate. The numerical simulations reproduce general trends of the deformation behavior of the porous rock, such as the yield stress decreasing with increasing effective pressure and significant strain hardening at high effective pressure. The drop of yield stress with increasing porosity is modeled well, and so is the volumetric strain rate, which increases with increasing porosity.