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961.
The transport process of nZnO in geosynthetic clay liner (GCL), an anti-seepage material used in municipal solid waste (MSW) landfills, under different seepage temperature conditions was conducted. The transport behavior of nZnO in GCL was analyzed. Results showed that the retardation performance of current GCL used in MSW landfills anti-seepage system against nZnO pollutants was poor. nZnO successfully permeated the GCL and entered external soil–groundwater environment, posing health threats to the life of organisms. Although seepage temperature exerted a small effect on nZnO suspension leakage volume, change in seepage temperature affects the mass of transported nZnO in GCL by redispersion of nZnO in suspension. As the seepage temperature increases, the mass of nZnO that permeated the GCL increases, reaching a maximum at 50 °C, and then decreases.  相似文献   
962.
Applying the statistical damage theory based on the Weibull distribution to describe rock deformation and failure processes is an important development in rock mechanics. The shape parameter of the Weibull distribution, m, determines the basic shape of the distribution curve; additionally, it also represents a physical characteristic which can be applied when constructing rock constitutive models. To study the evolution of m during rock failure when applying the Weibull distribution to rock mechanics, uniaxial cyclic loading tests of shale specimens were conducted and previous rock mechanics experiments under different temperatures and loading rates were reviewed. The results indicate that m varied with the accumulation of damage but was almost constant between the volume expansion point and the peak strength point of each specimen. Combined with previous studies about the accelerated failure behavior of rocks, we conclude that between the volume expansion point and the peak strength point, the mechanical behavior of the rock fracture process did not change significantly. Based on the characteristics of m at different damage stages during the rock failure process, ranges of m values at different damage stages are proposed. The conclusions reached in this study may be used as an important reference for theoretical research on rock mechanics.  相似文献   
963.
断裂带的区域构造应力特征是研究其活动性的重要依据。在应变指示较少的地区,磁组构是研究区域构造应力的有效手段。在安徽1∶5万后山幅区域地质调查的基础上,对汤口断裂带进行系统的岩石磁组构特征研究。结果表明:该断裂带沉积地层的磁性矿物以磁铁矿为主,岩石磁化率椭球体以"扁球形"为主,显示其在原生沉积组构的基础上叠加了弱变形组构。磁化率椭球体的最大轴Kmax沿NEE-SWW向、最小轴Kmin沿NNWSEE向,反映汤口断裂带晚期受NNW-SEE向的挤压应力,兼较弱的NEE-SWW向拉张应力作用,说明喜山期汤口断裂带为近EW向正断拉张,兼具左行平移,时限为中新世—早更新世。  相似文献   
964.
Due to the complex natural geological conditions, many slope-related geological hazards occur in the Three Gorges Reservoir area in China. This study focuses on the characteristics of landslide development and their underlying mechanisms in this area. A statistical analysis is conducted to determine the characteristics of landslide development in the Wushan area, including the landslide distribution as a function of the elevation, slope, landslide material composition, scale, lithology, boundary conditions, instability mechanism, stratigraphic age, attitude, and sliding direction. The mechanisms of slope instability and the effect on the occurrence of landslides are analyzed. This study provides important reference material for landslide research in the Three Gorges Reservoir area and similar stratigraphic areas.  相似文献   
965.
Heavy metals are the focus of much interest because of their environmental persistence, toxicity, and mobility in soils. Some of the Chinese soils have been contaminated with heavy metals due to expansion of mining industries, pesticides usage, and other anthropological activities, which made the agro-ecosystem to become contaminated. The objective of this review is to illuminate the current pollution status, sources of heavy metals, transport mechanisms, and the factors affecting their mobility in Chinese soils. The additional studies in the future will present on source identification and the heavy metal transport characteristics in soil.  相似文献   
966.
The Yuanshui River Basin is one of the most important river basins ensuring food production and livelihoods in the Hunan and Guizhou Provinces of China. Based on digital elevation model, land use, soil, and meteorological data, the soil and water assessment tool was used to analyze the response of water resources in the basin to climate change. Specifically, the monthly runoff from the Yuanshui River Basin was simulated. Runoff measurements from the 1961–1990 series were used to calibrate model parameters, and measurements from the 1991–2010 series were used for model validation. The Nash–Sutcliffe efficiency coefficient, correlation coefficient, and water balance error were used to evaluate the simulation results; the values obtained for these parameters were 0.925, 0.929, and 2.0%, respectively, indicating that the established model can be applied successfully to runoff simulations. To evaluate the effects of climate change and human activities on runoff, 24 different climate scenarios were modeled. By comparing the model simulation results with the baseline scenario, the effects of climate change were analyzed by year, during the dry season, and during extremely dry conditions. The results showed that runoff decreased with increasing air temperature and decreasing precipitation, and that the effects of rainfall on runoff were greater than those of air temperature. Under the same baseline conditions, the effects of climate change on runoff were most pronounced during extremely dry months.  相似文献   
967.
Because the flexible net barrier is a gradually developed open-type debris-flow counter-measure, there are still uncertainties in its design criterion. By using several small-scale experimental flume model tests, the dynamical evolution properties of debris flows controlled by large and small mesh-sized (equal to D90 and D50, respectively) flexible net barriers are studied, including the debris flow behaviors, segregation, and permeability of sediments, as well as the energy absorption rates and potential overtopping occurring when debris flows impact the small mesh-sized one. Experimental results reveal that (a) two sediment deposition patterns are observed depending on variations in debris flow textures and mesh sizes; (b) the aggregation against flexible net barriers is dominated by flow dynamics; (c) the segregation and permeable functions of the barrier are determined by the mesh size, concentration, and flow dynamics; and (d) the smaller mesh-sized flexible net barrier tends to be more efficient in restraining more turbulent debris flows and can absorb greater rate of kinematic energy, and finally, the great kinematic energy dissipation that occurs when secondary debris flows interact with the post-deposits in front of the small mesh-sized flexible net barrier is believed to cause the failure of overtopping phenomenon. The mesh size is concluded to be the decisive parameter that should be associated with debris flow textures to design the control functions of flexible net barriers.  相似文献   
968.
Ground penetrating radar (GPR) is an effective geophysical method for environmental and engineering exploration. However, significant background interference occurs around most work sites, which increases the difficulty of analyzing and interpreting GPR profiles. For time-distance profile analyses, more accurate results can be obtained using the instantaneous parameters of the analytic signals. In this study, these instantaneous parameters are extracted and compared using 1D model waveform and 2D model strong interference profiles. The results show that the instantaneous amplitude gradient effectively reflects the model information, even under strong interference. The instantaneous amplitude gradient is applied to GPR survey data from a study site, and the results indicate that the technique reflects the underground structure information of the survey area. Drilling verification further confirms that the instantaneous amplitude gradient accurately reflects the underground structure information.  相似文献   
969.
北淮阳东段山七岩体岩性为石英闪长岩,SiO2、Al2O3含量中等,富碱质,Mg#低,具偏铝质碱性系列岩石特征。稀土元素含量中等,LaN/YbN值和LREE/HREE值均较大,HREE相对于LREE明显亏损,具较弱的Ce负异常,轻稀土相对富集,分馏较明显,重稀土分馏不明显。岩石富集大离子亲石元素(LILE)Rb、Ba、K和高场强元素(HFSE)Zr、Hf、Y,明显亏损Nb、Ta、Ti、P、U。通过LA-ICP-MS锆石U-Pb定年,获得山七岩体206Pb/238U年龄为128.2±3.3Ma,属早白垩世早期。主量元素及微量元素地球化学特征均表明山七岩体岩浆来源于地壳,受地幔物质混染。  相似文献   
970.
渝东北地区五峰组—龙马溪组暗色泥页岩沉积厚度介于30.92~164.47m之间,其中在朝阳镇咸池剖面及田坝一带厚度最大,往研究区东西两侧具有减薄的趋势。全区总有机碳含量平均3.32%,中部(平均3.93%)和西部(平均3.59%)相对东部(平均2.77%)具有更高的有机质丰度。有机质以I型腐泥型为主,西部个别剖面及东部栗子坪一带夹少量Ⅱ_1—Ⅱ_2型干酪根,其成熟度普遍处于高成熟—过成熟阶段,呈现自北向南升高的趋势。石英、脆性矿物含量普遍较高(尤其是中西部区块),黏土矿物较低,更易产生储气裂缝及利于后期压裂。储层特征方面,中部地区泥页岩具有更高的孔隙度和较低的渗透率,同时比表面积也相对更高,以有机质孔隙为主。中部区块田坝—朝阳—文峰一带含气性最好,结合页岩厚度、总有机碳含量分布、储层条件及构造保存条件分析,本区中部区块田坝—朝阳—文峰一带具有更好的页岩气勘探前景,是该区下一步勘探的重点区域。  相似文献   
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