地下水在各向异性土层中的渗流速度

地下水在多孔土层中渗流速度的达西(Darcy)公式是用实验方法得到的。该公式适用于均质各向同性土层中的海流计算,但对各向异性土层中的渗流计算,则不能直接采用。 本文视地下水在多孔土层中的渗流为不可压粘性流体的缓慢层流运动。不计惯性力的作用,用量纲分析法确定运动方程中的摩擦力项表达式,然后导出了地下水在各向异性土层中的渗流速度公式。所得的结果表明,当土壤各向同性时,该公式即简化为达西速度公式。     

水平分层弹性粘弹性介质的静力响应

本文首先利用传播矩阵法构造出了水平分层弹性介质在表载、体力及内部力源联合作用下的一般模型。然后利用“对应原理”将弹性问题的一般模型推广到粘弹性问题的一般模型——粘弹性分层介质传播矩阵基本方程。最后用粘弹性分层介质传播矩阵方程对一个实际地学问题做了试算,计算结果说明,用传播矩阵法处理粘弹性问题是非常有效的。     

分层弹性介质静态响应的一般模型

本文利用传播矩阵法系统研究了分层弹性介质响应的问题,构造出了分层介质在表载,体力、内部力源联合作用下静态响应的一般数学模型。推导了用于固体潮分析的倾斜和应变公式。     

汶川、芦山和康定地震造成的鲜水河断裂带库仑应力变化及对地震危险性的影响

通过估算汶川、芦山和康定地震造成的鲜水河断裂带库仑应力变化,并与其长期构造应力加载速率进行比较,分析3次地震对鲜水河断裂带未来地震危险性的影响。结果显示,汶川和芦山地震对康定地震的发生分别起到促进和推迟作用;3次地震造成的总应力扰动主要来自汶川和康定地震。在线性应力加载条件下,当断层面等效摩擦系数μ′=0时,3次地震的相继发生会使鲜水河断裂带八美至磨西(除康定地震破裂带外)的地震提前0~5a,其余地区推迟0~4a;当μ′=0.4时,3次地震会使道孚至猪腰子海子(康定地震破裂带除外)的地震提前0~6a,其余地区推迟0~2a。考察了不同流变学结构对计算结果的影响,发现下地壳上地幔粘滞性系数越低,介质粘滞性响应造成的库仑应力变化越大,沿走向的变化越剧烈,其贡献基本与同震相当,对地震提前/延迟时间估计结果的影响最大可达3a。     

压力及温度对碳酸盐岩声波速度与频谱特征的影响实验

碳酸盐岩声波传播特征具有重要的应用价值,系统性地分析流体类型、流体压力、温度及围压对碳酸盐岩声波速度与频谱特性影响的研究仍需加强。选取四川盆地合川-潼南地区灯影组缝洞碳酸盐岩,开展了不同条件下的声波透射实验,分析了围压、孔隙压力、压力差、温度及流体类型对碳酸盐岩样品声波速度的影响及不同条件下透射声波的主频特征。研究结果表明：饱和地层水时声波速度对压力变化的敏感度较饱和氮气时低。压力变化过程中,声波速度变化幅度与岩样孔隙度为正相关关系。实验温度范围内,随着温度逐渐升高,饱和地层水、氮气岩心纵波速度、横波速度均小幅降低。当差应力较低时,通过改变孔隙压力来改变差应力的方式对应的声波速度大于通过改变围压来改变差应力方式对应的声波速度,当差应力较高时,结论相反。相同差应力条件下,声波速度对围压变化较孔隙压力变化更为敏感。定围压变孔隙压力与定孔压变围压曲线所对应的2条声波速度-差应力关系曲线的夹角及斜率差可定性反映岩样动态Biot有效应力系数相对大小。随着差应力增大,孔隙压力对有效应力的贡献逐渐降低。随着孔隙压力增大,纵波主频幅值、横波主频幅值均逐渐下降,随着围压增大,纵波主频幅值、横波主频幅值均...     

地震岩石物理分析在致密砂岩储层预测中的应用

松辽盆地北部发育典型非常规致密砂岩油,基于"甜点"储层地震预测实际需求,采用面向储层预测的测井数据评价、岩石物理扰动模拟和地震数据刻度技术,分析该地区致密砂岩储层地震岩石物理规律.结果表明:研究区致密孔隙介质的弹性特征变化主要受岩性和物性控制,岩性控制作用更大,孔隙流体影响小;利用纵波阻抗和纵横波速度比(或泊松比)双元弹性参数交会可识别"甜点"储层;基于岩石物理刻度的叠前AVO反演是实现"甜点"储层地震预测的有效途径.研究区水平井钻探实例证明,地震岩石物理分析在基础资料认识、优化,以及"甜点"储层地震预测中具有重要作用.     

日本Mw9.0强震的高频GPS形变波特征初探

利用高频GPS数据长基线双差精密定位技术,获取2011年3月日本Mw9.0强震近场和远场GPS连续参考站的瞬时动态形变。分析表明：距震源较近的IGS站（USUD）的同震动态形变水平方向幅度超过60 cm,震后水平形变达到30 cm;位于远场的GPS连续参考站（JLYJ）的动态形变,清晰地给出了地震面波引起的地表形变波形。对JLYJ站的谱分析表明,地震面波引起的动态形变周期为10～17 s,并出现了两次峰值,东西向和垂向上的动态位移量远大于北南向,说明JLYJ站的形变主要由Rayleigh波及其谐波所主导,Rayleigh波的传播速度为3.5 km/s,波长约50 km。     

冲击作用下饱和土性状的试验研究

在三轴条件下,对饱和土(砂土和黏土)进行排水与不排水条件下的冲击试验及冲击后再固结试验,对比研究了不同渗透性土在不同排水条件下的冲击动力响应和冲击后再固结性状.结果表明:饱和黏土不排水冲击时的孔隙水压力随冲击击数增加而升高并逐渐稳定,排水冲击时的孔隙水压力则是先达到峰值然后有所下降;砂土不排水冲击时的冲击能量对孔隙水压力影响最明显;饱和砂土不排水冲击时的轴向应变与冲击击数呈近似线性关系,饱和黏土冲击及饱和砂土排水冲击则呈近二次曲线关系;饱和砂土不排水冲击后再固结阶段的孔隙水压力立即消散为0,同时体变迅速增大到一定值;饱和黏土在冲击后再固结阶段的孔隙水压力在一定时间内逐渐消散完毕,同时体变逐渐增大;饱和黏土排水冲击时,冲击阶段产生的体变占冲击引起总体变的39%~49%,冲击后再固结阶段产生的体变占51%~61%;砂土和黏土的总体变均表现为排水冲击明显大于不排水冲击,改善冲击时的排水条件有利于提高加固效果.     

基于CT扫描的黄土孔隙结构特征研究

孔隙特征作为反映黄土微观结构的重要特征之一, 直接影响黄土的水敏性、渗透性和强度等物理力学性质。为了研究水力耦合作用下黄土微观孔隙结构特征, 使用CT技术对天然原状、原状饱和与重塑黄土的初始结构以及不固结不排水剪切试验后的土体结构进行了扫描, 通过建立黄土三维结构模型, 分析了剪切试验前后孔隙结构的演变特征。结果表明: 饱和与重塑作用使天然原状黄土的大孔隙减少, 剪切作用使天然原状黄土和重塑黄土发生剪切破坏, 原状饱和黄土发生压缩破坏, 局部孔隙率增加。天然原状黄土与原状饱和黄土在剪切前后均表现为微孔和小孔数量较多, 其孔隙倾角主要分布在50°~90°之间, 解释了黄土亚稳态结构形成的主要原因。扰动作用使重塑黄土的孔隙尺寸分布均匀, 且重塑黄土与原状饱和黄土在水力作用下更易失稳屈服。揭示了黄土剪切变形破坏的微观结构主要表现为粒间胶结物的溶解、孔隙的坍塌与填充以及颗粒旋转、破碎和滑移。试验结果可为黄土剪切强度降低和湿陷机理研究提供依据。      

地球流体中的完全惯性振荡和惯性波动

在通常描写地球流体运动的Navier-Stokes方程组中考虑了另一个Coriolis参数f′=2Ωcosφ的情况下，首先对中高纬度和低纬度的地球流体中的惯性振荡分别进行了分析和讨论，并把该惯性振荡称为完全惯性振荡，其次对中高纬度的完全惯性波也进行了讨论，结果发现：(1)中高纬度的完全惯性振荡的周期要比不考虑厂的惯性振荡(即通常所说的惯性圆)周期小，完全惯性振荡轨迹为-惯性球，球半径与初始纬向速度成正比；(2)低纬度的完全惯性振荡周期通常远大于中高纬度的完全惯性振荡周期，而且在一定的条件下，周期可以非常大，所以低纬度的完全惯性运动是长周期(或低频)的惯性振荡。(3)中高纬度的完全惯性波的传播速度比不考虑f′的惯性波快，而且是频散波。     

Hydro-mechanical analysis of rainfall-induced fines migration process within unsaturated soils

Seepage-induced fines migration under rainfall infiltration is a main cause leading to shallow failures in loose colluvial slopes. To describe the full process of fines migration within unsaturated soils during rainfall infiltration and the associated hydro-mechanical behaviors, a seepage-erosion-deformation coupled formulation is proposed in this paper. The governing equations proposed are implemented into a finite element code and used to investigate the influences of skeleton deformation on the rainfall infiltration process through unsaturated soil columns. The numerical results were presented in detail for a better understanding of the rainfall-induced fines migration process within unsaturated soils. Further, the obtained results are integrated into an infinite slope model for slope stability analysis. The results show that, the skeleton deformation will affect the rainfall infiltration rate and hence the timing of slope failures; meanwhile their influences are more evident if the fines deposition process is taken into account. Moreover, the slope stability could be reduced gradually due to the soil strength loss along with loss of fine particles. Therefore, particular attentions should be paid to analyzing the stability of soil slopes susceptible to internal erosion.     

Effect of storm pattern on soil erosion in damaged rangeland; field rainfall simulation approach

Raindrop size,rainfall intensity and runoff discharge affect the detachment and transportation of soil particles.Among these three factors,the rainfall intensity seems to be more important because it can change other two factors.Storm patterns can be determined by changing the rainfall intensity during the storm.Therefore,the objective of this research is to test the influence of storm pattern on runoff,soil erosion and sediment concentration on a rangeland soil slope under field rainfall simulation.Four storm rainfall intensity patterns were selected for examining the effects of variations in storm event characteristics on soil erosion processes.The selected storm patterns were:I(45,55 and 70 mm h-1);II(45,70 and 55 mm h-1);III:(70,55 and 45 mm h-1);and IV(55,45 and 70 mm h1).The last pattern is a new one instead of the uniform pattern which has been sufficiently studied in previous researches.The experiments were conducted in field plots(in Kojour watershed,Mazandaran Province,Iran)with an area of one square meter and an constant slope gradient of 18%,surrounded by galvanised sheets.Following the nonuniform prioritization of the storm patterns for the studied variables,time to runoff(I>II>IV>III),runoff volume(III>IV>II>I),sediment concentration(IV>III>I>II)and soil erosion(III>IV>II>I)),it can be generally inferred that each pattern has specific effect on soil erosion processes during a storm.The results of the general linear model(GLM)test indicated that the effects of storm pattern on time to runoff,total runoff volume,runoff coefficient and soil erosion were significant at a level of 99%.The Duncan test showed that the storm patterns can be divided into three groups of III,IV;II;I(for time to runoff),I,II;IV,III(for runoff coefficient),and I;II;IV,III(for runoff volume and soil erosion).     

泰安地震台SSQ-2数字水平摆曲线畸变分析

对山东泰安地震台数字化水平摆10年的观测资料中的典型畸变现象进行了分类,具体为:1)大幅度漂移,趋势性改变;2)单日固体潮畸变;3)多日固体潮畸变伴频繁掉格;4)频繁掉格,固体潮无明显畸变。NS分量畸变以趋势改变、固体潮升降变化为主,EW分量畸变以频繁掉格为主。映震能力:对震中距2 000~5 000 km大于7级以上的地震有反应,甚至远于5 000 km的极远震也有为数不少的震前畸变出现。     

Study of elastic-plastic damage model of cement consolidated soil with high organic content

On the basis of elastic-plastic damage model of cement consolidated soil, the authors took organic contents into reasonable damage variable evolution equation in order to seek relation between the organic contents and parameters in the equation, and established the elastic-plastic damage model of cement consolidated soil considering organic contents. The results show that the parameters change correspondingly with difference of the organic contents. The higher the organic contents are, the less the valves of the parameters such as elastic modulus (E), material parameters (K, n) and damage evolution parameter (ε) become, but the larger strain damage threshold value (εd) of the sample is. Meanwhile, the calculation results obtained from established model are compared with the test data in the condition of common indoors test, which is testified with reliability.     

Vertical Migration of Fine-Grained Sediments from Interior to Surface of Seabed Driven by Seepage Flows–‘Sub-Bottom Sediment Pump Action'

A scientific hypothesis is proposed and preliminarily verified in this paper: under the driving of seepage flows, there might be a vertical migration of fine-grained soil particles from interior to surface of seabed, which is defined as ‘sub-bottom sediment pump action' in this paper. Field experiments were performed twice on the intertidal flat of the Yellow River delta to study this process via both trapping the pumped materials and recording the pore pressures in the substrate. Experimental results are quite interesting as we did observe yellow slurry which is mainly composed of fine-grained soil particles appearing on the seabed surface; seepage gradients were also detected in the intertidal flat, under the action of tides and small wind waves. Preliminary conclusions are that ‘sediment pump' occurs when seepage force exceeds a certain threshold: firstly, it is big enough to disconnect the soil particles from the soil skeleton; secondly, the degree of seabed fluidization or bioturbation is big enough to provide preferred paths for the detached materials to migrate upwards. Then they would be firstly pumped from interior to the surface of seabed and then easily re-suspended into overlying water column. Influential factors of ‘sediment pump' are determined as hydrodynamics(wave energy), degree of consolidation, index of bioturbation(permeability) and content of fine-grained materials(sedimentary age). This new perspective of ‘sediment pump' may provide some implications for the mechanism interpretation of several unclear geological phenomena in the Yellow River delta area.     

Logs and Snags in a Shola Forest of Kerala, India

Introduction Dead wood is an important structural and functional component of a forest ecosystem(Fridman and Welheim 2000). Recent studies also indicate that dead wood is important for maintaining both plant and animal diversity in different forest ecosystems (Grove 2001) as it serve as an energy source (Bray and Gorham 1964) and habitat for an array of organisms. Dead wood can also help reduce erosion, increase soil organic matters (McFee and Stone 1966), and suitable conditions for seedli…     

Responses of soil fauna structure and leaf litter decomposition to effective microorganism treatments in Da Hinggan Mountains, China

Microorganisms are nutritious resources for various soil fauna.Although soil fauna grazing affects microorganism composition and decomposition rate,the responses of soil fauna and leaf litter decomposition to added microorganism is little understood.In this study,in the coniferous and broad-leaved mixed forest of Tahe County in the northern Da Hinggan Mountains,China,three sampling sites(each has an area of 10 m2) were selected.The first two sites were sprinkled with 250 times(EM1) and 1000 times(EM2) diluted effective microorganism(EM) preparations evenly,and the third site was sprinkled with the same volume of water as a control site.The responses of soil fauna structure and leaf litter decomposition to EM treatment were conducted during three years.The results revealed that EM treatment resulted in significant increase of soil organic matter.The number of soil fauna in the EM1 and EM2 sites increased by 12.88% and 2.23% compared to the control site,and among them springtails and mites showed the highest increase.However,the groups of soil fauna in the EM1 and EM2 sites decreased by 6 and 9,respectively.And the changes in the diversity and evenness index were relatively complicated.EM treatment slowed the decomposition of broad-leaved litter,but accelerated the decomposition of coniferous litter.However,the decomposition rate of broad-leaved litter was still higher than that of coniferous litter.The results of this study suggested that the added microorganisms could help individual growth of soil fauna,and this method led to a change in the process of leaf litter decomposition.This paper did not analyze the activity of soil microorganisms,thus it is difficult to clearly explain the complex relationships among litter type,soil fauna and soil microorganisms.Further research on this subject is needed.     

Micromorphology of landslide soil——Case study on the Jibazi landslide in Yunyang in the Three Gorges Region, China

Introduction The studies on landslides in the Three Gorges Region were conducted, e.g., those on affecting factors and forming mechanism of landslide (YIN Kunlong et al. 1998, DENG Qinglu et al. 2000, CHEN Yongbo et al. 2003, XU Qiang et al. 2003), on ris…     

Characteristics and causes of the preconsolidation stress of soils in the Yellow River Delta

Preconsolidation stress ( σ P') is the maximum effective stress that a soil has suffered throughout its life. From a geotechnical point of view, pre-consolidation stress has great importance because it separates elastic and reversible deformations from inelastic and only partially irreversible deformations and marks the starting point of high compressibility. In this study we calculated the preconsolidation stress for 72 undisturbed soil samples from the Yellow River Delta, using the oedometer tes...     

Change of Soil Organic Carbon after Cropland Afforestation in ′Beijing-Tianjin Sandstorm Source Control′ Program Area in China

Land use change is one of the major factors that affect soil organic carbon(SOC) variation and global carbon balance. However, the effects of land use change on SOC are always variable. In this study, using a series of paired-field experiments, we estimated the effects of revegetation types and environmental conditions on SOC stock and vertical distribution after replacement of cropland with poplar(Populus tomentosa) and korshinsk peashrub(Caragana korshinskii) in three climate regions(Chifeng City, Fengning City and Datong City of the ′Beijing-Tianjin Sandstorm Source Control′(BTSSC) program area. The results show that SOC sequestration rate ranges from 0.15 Mg/(ha·yr) to 3.76 Mg/(ha·yr) in the soil layer of 0–100 cm in early stage after cropland afforestation in the BTSSC program area. The SOC accumulation rates are the highest in Fengning for both the two vegetation types. Compared to C. korshinskii, P. tomentosa has greater effects on SOC accumulation in the three climate regions, but significantly greater effect only appears in Datong. The SOC density increases by 20%–111% and 15%–59% for P. tomentosa and 9%–63% and 0–73% for C. korshinskii in the 0–20 cm and 20–100 cm soil layers, respectively. Our results indicate that cropland afforestation not only affects SOC stock in the topsoil, but also has some effects on subsoil carbon. However, the effect of cropland afforestation on SOC accumulation varied with climate regions and revegetation types. Considering the large area of revegetation and relatively high SOC accumulation rate, SOC sequestration in the BTSSC program should contribute significantly to decrease the CO2 concentration in the atmosphere.