压缩过程中饱和原状和饱和重塑黄土孔隙分布变化特征

为从微观孔隙分布角度上解释饱和原状黄土与饱和重塑黄土在相同应力状态下宏观变形的差异、在相近孔隙比下孔隙分布的差异以及所经历应力路径的差异,针对这二个目的,对泾阳崔师饱和原状黄土和饱和重塑黄土进行一维压缩和等向压缩试验并进行相同应力状态及相近孔隙比下的压汞试验。研究结果表明:泾阳崔师黄土孔隙分布呈三峰分布,重塑黄土孔隙分布呈两峰分布;相同应力状态下,两者粒间孔隙差异大而粒内孔隙基本相同,随着压力的增加,两者粒间孔隙逐渐相近,宏观变形的差异体现在粒间孔隙的差异;相近孔隙比下,二者孔隙分布差异不大但经历的应力路径差异很大。     

Variation in Saturated Hydraulic Conductivity at the Outcrop Scale,the Whanganui Basin,New Zealand

Groundwater flow and contaminant transport are strongly influenced by hydrogeological spatial variation. Understanding the textural heterogeneity of aquifer and aquitard units is critical for predicting preferential flow pathways, but is often hindered by sparse hydrogeological data, widely spaced data points, and complex stratigraphy. Here, we demonstrate the application of a relatively new air permeameter technology, providing a cost-effective, rapid alternative for characterizing hydrostratigraphic units in the field. The aim of this research is to (1) characterize the variation of saturated hydraulic conductivity across shallow-marine hydrostratigraphic units of the Whanganui Basin, New Zealand, and (2) assess the variation of saturated hydraulic conductivity within individual hydrostratigraphic units and relate these changes to facies and depositional environments. Results suggest heterogeneity within fine-grained aquitard units is controlled by bioturbation, whereby burrowing, ingestion and defecation results in grain size segregation and differential micrite cementation. Coarse-grained heterolithic aquifer facies display sharp changes in permeability across planar to cross-bedded sets, related to current and wave energy fluctuations within shallow-marine depositional settings. Bedding plane orientation creates high permeability zones that promotes down dip subsurface flow. Down dip gradation of coarse-grained nearshore facies into fine-grained shelf facies along the paleo shoreline-shelf transect is suggested to promote lateral and vertical groundwater flow within the basin fill. Air permeameter techniques have potential for application within groundwater basins around the world, providing datasets that facilitate greater understanding of groundwater systems, informing practices and policies for targeted water quality management.     

水动力条件下底泥中氮磷释放通量

在环形水槽内模拟了水动力条件下底泥的起动规律,分析了底泥运动的不同状态。该环形水槽内水体流速基本均匀,水槽转速与槽内水体流速能够精确的相互转换,实验中通过改变水槽转速模拟了不同扰动强度下底泥悬浮和释放的规律．以太湖底泥为例,通过上覆水中TN、TP浓度的变化,建立了底泥中TN、TP的释放通量(y)与水流(x)的关系,其表达式为TN：y=137．88e^0.06x(R^2=0．94);TP：y=36．78e^0.56x(R^2=0．97);并将该实验结果应用在太湖的水量水质模型中,取得了比较满意的效果．     

Relation Between the Asthenosphere Thickness Distribution Characteristics and Tectogenesis of the Northeastern Margin of Sino-Korean Platform and Its Neighboring Area

Based on the results of multiple geophysical research methods,the lithosphere thicknessisolines of the northeastern margin of Sino-Korean platform and its neighboring area havebeen compiled and the geotectonic significance and the geodynamic characteristics of depthdistribution of asthenosphere roof have been also discussed.The authors proposed that closerrelation exists between the depth of asthenosphere roof and the tectonic activity as well as themodern faulting and seismic activity from Meso-Cenozoic Era till now.The upper mantleasthenosphere is generally uplift in Hailar basin,Bohal Bay-Xia Liaohe basin andSonghuajiang-Liaohe basin.Meanwhile,there exists modern seismic activity and groundsubsidence in this area.It is result from the uplift of upper mantle asthenosphere.     

On the Relationship Between the Crustal Strain Rate and Seismicity:Detect the Source-Field Relation from the Crustal Strain Field

The relationship between the strain cumulative rate (i.e., the crustal strain rate, or CSR in short) and seismic activity is analyzed to develop a new method to determine risky regions for strong shocks within recent years by the recorded crustal strain field. Seismic activity, especially the recurrence period, is different in different areas. Ding Guoyu (1984) pointed out that, for different seismic regions, the difference in the recurrence period of strong earthquakes is mainly controlled by their difference in the rate of the tectonic movement, which is controlled by the seismogenic environment and the tectonic conditions. The method of determining the risky regions for strong shocks from the gradient of vertical strain rates observed in a geodetic survey is preliminarily tested with the earthquakes in recent years; the results show that this method is effective and useful for earthquake prediction. The relationship between CSR and seismicity in a specific region is studied with strain theories, obse     

核磁共振图像质量与各参数的调谐

核磁共振图像质量受诸多因素的影响，其中射频线圈，共振频率，磁场均匀度，射频偏值，射频增益以及正交对称等各参数的调谐是主要影响因素之一。本文就ＴＯＭＩＫＯＮ ＢＭＴ １１００ＭＲ扫描机各参数对图像的影响做一分析。     

应变固体潮相位与地震的关系

文中选取华北地区46次ML≥5.0地震为参考依据,计算出了其发生时刻的固体潮相位。表明,华北地区的中强地震多数发生在固体潮相位的π/2或3π/2时刻。显示出在固体潮波上存在着两个特殊相位发震概率较大。这种在应变固体潮最大或最小时段发震的现象说明,固体潮波变化形态不一定是造成地震的根本原因,但地震的发生明显受到日月引力等外部条件的影响,尤其是华北北部燕山褶断带的地震最为突出。     

Relationships Between Ground-Water Silica, Total Dissolved Solids, and Specific Electrical Conductivity

Specific electrical conductivity (SEC), total dissolved solids (TDS), and silica (SiO₂) are ground-water quality parameters routinely measured in a laboratory. Electrical conductivity measurements are made quickly and are less costly than TDS measurements. Once the relationship between the parameters is determined by regression analysis, TDS can be estimated quickly from the SEC and SiO₂ measurements. Water quality data from 25 city wells in Fresno, California, and historical ground-water quality data from the adjacent San Joaquin River/Kings River alluvial interfan (central San Joaquin Valley, California), the Kaweah River alluvial fan, and the Kern River alluvial fan (southern San Joaquin Valley) were used in this investigation. For the specific hydrologic areas studied, the model's TDS predictive ability is improved when SiO₂ is included with SEC as the independent variables.     

Interrelations Between Thermal Conductivity and Other Physical Properties of Rocks: Experimental Data

— A new non-contact and non-destructive optical scanning instrument provided a large number of high-precision measurements of thermal conductivity tensor components in samples of sedimentary and impact rocks, as well as new insights into interrelations between thermal conductivity and other physical properties. More than 800 core samples (dry and fluid-saturated) of sedimentary rocks from different Russian oil-gas deposits and impact rocks from the well “Nördlingen 1973” drilled in the Ries impact structure (Germany) were studied using optical scanning technology. It was established that the thermal conductivity parallel to the stratification is more informative for petrophysical investigations than the thermal conductivity perpendicular to the layering. Different approaches were developed to estimate porosity, permeability, pore space geometry, and matrix thermal conductivity with a combination of thermal conductivity measurements in dry and fluid-saturated samples and mathematical modelling. These approaches allow prediction of the rock porosity and permeability and their spatial distribution along a well using thermal conductivity measurements performed with the optical scanning instrument directly applied to cores. Conditions and constraints for using Lichtenecker-Asaad's theoretical model for the estimation of porosity and thermal conductivity of sedimentary rocks were determined. A correlation between thermal conductivity and acoustic velocity, porosity, density, and electric resistivity of impact rocks was found for different rock types. New relationships between permeability, electrical and thermal conductivity found for sedimentary rocks are described.     

等效拉压荷载下饱和粉质黏土的弹塑性变形特性研究

动三轴试验中,若在一定轴向静偏应力基础上施加对称正弦波荷载,土体会在荷载正半部分出现轴向压缩状态,而在荷载负半部分有可能因为侧向应力大于轴向应力而出现轴向等效拉伸状态,将此类荷载暂称为等效拉压荷载。为研究等效拉压荷载下饱和粉质黏土的弹塑性变形,设计了多级正弦波荷载室内不排水动三轴试验。依据试验数据揭示了围压、静偏应力、动偏应力和压实系数对土体弹塑性变形发展的影响,并提出用拉压效应系数来确定轴向塑性累积应变的发展趋势。研究表明:若取轴向压缩方向为正方向,拉压效应系数存在一临界值,当实际值大于临界值时,塑性累积应变向负方向发展,反之则向正方向发展或基本保持不变;同时Hardin模型可以较好地描述饱和粉质黏土的动弹模-动应变关系,且塑性累积应变向负方向发展时动弹模量普遍偏小。     

土、结构特性对饱和土-地下综合管廊动力相互作用影响分析

将土体视为固-液两相介质,基于饱和土体有效应力原理,建立饱和土体-地下综合管廊结构体系相互作用动力模型：在地应力平衡的静力状态下,采用Duncan-Chang非线性弹性本构模型,在地震波作用的动力状态下,采用Davidenkov非线性黏弹性本构模型;考虑饱和土体黏弹性动力人工边界条件,并将地震动作用转化为作用在人工边界节点上的动力荷载。模型考察不同土体材料、结构特性以及土-结构接触摩擦对结构地震响应的影响,得出如下结论：（1）地震波的卓越周期与场地卓越周期相近时,引起结构上的变形最大;（2）综合管廊结构管廊壁厚越薄,埋深越深,结构尺寸越大,结构刚度越小,结构变形越大;（3）不考虑土-结构接触面的状态非线性将会增大结构变形。