煤矿隐蔽特大突水通道快速封堵技术研究     

王社荣  卫兆祥  雷甫仓  薛国标  同新立  李云英 《中国煤炭地质》2013,(11):31-35,54

2011年8月6日14时,临近黄河的韩城禹昌煤矿在11^#煤层回采过程中发生底板奥灰水突水,突水通过相邻煤矿采空区,并与8月7日零时5分许冲跨桑树坪煤矿北二车场绕道封闭墙进入斜井280m大巷,很快淹没整个大巷系统造成斜井整体淹井事故。在进行了井上、下水文地质调查、物探、钻探探查和示踪剂测试、水质化验与综合分析研究的基础上,初步确定了突水点与过水通道的区域,结合矿井11#煤层顶、底板、奥灰岩峰峰二段水文地质条件特征,采取了骨料灌注沉积法和松散体注浆加固法,成功隔离了两个矿井之间的水力联系。经过单位吸水率、追排水量、水位变化、残余出水量检验,达到了预期目的,实现了隐蔽突水点及过水通道快速封堵,为矿井全面恢复生产提供了重要保障。  相似文献   

Estimation of net theoretical excavation rates in concrete and sandstone     

Giovanni Spagnoli  Pierpaolo Oreste  Salvatore Grancuore 《Marine Georesources & Geotechnology》2013,31(6):739-745

Abstract

The estimation of excavation rates in specific geological and geotechnical conditions is one of the most delicate aspects for mining and geotechnical operations particularly offshore. Many models have been developed to study the effectiveness of a drilling tool in contact with the ground. In this article, the results of laboratory cutting tests on concrete specimens are shown. The comparison of the results of laboratory tests with different predictive models, helped to identify the most representative models. The models were then used to study in more detail, the effectiveness of the excavation tools through a parametric analysis. The research helped to define how to obtain rubrics, which can estimate the theoretical net cutting production of an excavation machine, when the power of its engines is known, or to evaluate, when the requested net cutting production is available, the power that the cutting machine must have. The findings were also applied to a sandstone previously investigated. The results are based on theoretical models and cannot be used on geomaterials with the same (or similar) geotechnical properties.  相似文献   

Seasonal soil aggregate stability variation in relation to rainfall and temperature under Mediterranean conditions   总被引：1，自引：0，他引：1  

D. Dimoyiannis 《地球表面变化过程与地形》2009,34(6):860-866

Aggregate stability, one of the main factors controlling soil erodibility, varies over time. Knowledge of its variation would help to identify better soil management practices. In 10 soils from central Greece devoted to cereal cropping, seasonal wet aggregate stability (WAS) fluctuations were investigated over a period of two successive years. The wet‐sieving technique of air‐dried aggregates was used for WAS determinations, according to a test resulting in an instability index calculation. Over the first year, when typical Mediterranean climatic conditions dominated, WAS varied according to a nearly cyclic pattern, from a low in winter or early‐spring months to a high in summer months. The instability index varied from a high between 123–152% of annual average to a low between 58–83% of annual average. Total monthly rainfall (TR) and mean monthly air temperature (MAT) strongly correlated with seasonal WAS. Their ratio (TR/MAT, ombrothermic ratio) has been proved to be a good predictor of structural stability throughout the year, for most of the soils studied. Possible mechanisms deteriorating aggregation seemed to be raindrop impact, repeated soil drying and wetting and repeated soil freezing and thawing, while possible mechanisms promoting aggregation seemed to be soil drying and warming and biological activity. Over the second year, severe climatic inconsistencies complicated the seasonal pattern of WAS response. From January to March, WAS unexpectedly increased, obtaining its maximum value for most of the soils in March, then it varied inconsistently until October and thereafter decreased, obtaining its minimum value in December for all soils. The instability index varied from a high between 130–196% of annual average to a low between 61–83% of annual average. Uneven seasonal distribution of climatic characteristics and extreme events decisively modified the typical for Mediterranean conditions seasonal WAS variation pattern. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Parameter estimation and uncertainty analysis of SWAT model in upper reaches of the Heihe river basin   总被引：1，自引：0，他引：1  

Zhanling Li  Zongxue Xu  Quanxi Shao  Jing Yang 《水文研究》2009,23(19):2744-2753

Heihe river basin, the second largest inland river basin in China, has attracted more attention in China due to the ever increasing water resources and eco‐environmental problems. In this article, SWAT (Soil and Water Assessment Tool; http://www.brc.tamus.edu/swat/ ) model was applied to upper reaches of the basin for better understanding of the hydrological process over the watershed. Parameter uncertainty and its contribution on model simulation are the main foci. In model calibration, the aggregate parameters instead of the original parameters in SWAT model were used to reduce the computing effort. The Bayesian approach was employed for parameter estimation and uncertainty analysis because its posterior distribution provides not only parameter estimation but also uncertainty analysis without normality assumption. The results indicated that: (1) SWAT model performs satisfactorily in this watershed as a whole, although some low and high flows were under‐ or overestimated, particularly in dry (e.g. 1991) and wet (e.g. 1996) years; (2) all calibrated parameters were not normally distributed (essentially positively or negatively skewed) and the parameter uncertainties were relatively small; and (3) the contributions of parameter uncertainty on model simulation uncertainty were relatively small. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

高强高性能混凝土损伤的细观数值演化          下载免费PDF全文

郑捷  左河山  陈景恒  曹文平  郑山锁 《地震工程学报》2016,38(5):745-750,769

在细观层次上,混凝土可以被看作由水泥基、分散粒子和界面过渡层组成的三相复合材料。首先,基于骨料分布和形态的随机特性,将瓦拉文公式推广应用于确定二维混凝土试件截面凸多边形骨料分布,提出圆形骨料模型中以圆骨料的面积为控制参数,以圆内接多边形为基架的凸多边形随机骨料算法。进而以C80高强高性能混凝土为例,对数值试样进行单轴受压的数值模拟,得到相应的应力-应变曲线和损伤演化图。数值模拟结果与物理试验结果对比表明本文提出的数值模型合理可行。  相似文献   

Detoxification of hazardous dust with marine sediment     

Yu-Ling Wei  Chang-Yuan Lin  H. Paul Wang 《Marine pollution bulletin》2014

Hazardous electric arc furnace dust containing dioxins/furans and heavy metals is blended with harbor sediment, fired at 950–1100 °C to prepare lightweight aggregates. Dust addition can lower the sintering temperature by about 100 °C, as compared to a typical industrial process. After firing at 950 °C and 1050 °C, more than 99.85% of dioxins/furans originally present in the dust have been removed and/or destructed in the mix containing a dust/sediment ratio of 50:100. The heavy metals leached from all fired mixes are far below Taiwan EPA legal limits. The particle density of the lightweight aggregates always decreases with increasing firing temperature. Greater addition of the dust results in a considerably lower particle density (mostly <2.0 g cm⁻³) fired at 1050 °C and 1100 °C. However, firing at temperatures lower than 1050 °C produces no successful bloating, leading to a denser particle density (>2.0 g cm⁻³) that is typical of bricks.  相似文献   

Large-scale shaking table model tests of aseismic measures for concrete faced rock-fill dams     

《Soil Dynamics and Earthquake Engineering》2014

The aseismic design of concrete faced rock-fill dams (CFRDs) has become vitally important in recent years. A series of 1-g large-scale shaking table model tests were conducted, applying similitude laws to evaluate the effectiveness of various aseismic measures. The following four reinforcing measures are discussed in this study: reinforcing the top zone with geogrid, protecting the downstream slope surface using stone block, replacing the top zone of the dam with cemented rock-fill material or concrete layers. The failure developments were visualised using the particle image velocimetry (PIV) technique. The mechanisms of these reinforcement measures were analysed in detail. The effectiveness of these measures was evaluated by comparing the crest settlement rates and key accelerations corresponding to surface grain yield, slab fracture and slab dislocation. Based on the model test results, a combination of reinforcement measures was proposed for the prototype CFRDs.  相似文献   

石灰岩发育土壤团聚体形成机制研究   总被引：3，自引：0，他引：3  

任娇娇  周运超  刘兵  张春来 《中国岩溶》2019,38(5):722-728

土壤团聚体是土壤最基本的结构单元。为了解岩溶地区石灰岩发育土壤团聚体的形成机制,选择贵阳市花溪区花溪水库石灰岩所发育的土壤为材料,采用干、湿筛法,分析团聚体颗粒的分级情况,并比较拆分有机质与钙镁铁铝离子间连接后四种离子含量的变化以及团聚体各粒级含量的变化。结果显示:团聚体是由细小颗粒在胶结物质有机质与钙镁铁铝离子结合下形成微团聚体,进一步形成更大粒级的团聚体,最后在分子力的作用下粘结土粒或者其他团聚体形成完整的团聚体结构;有机质与钙离子的结合是团聚体形成的主要胶结物质,其次为有机质与镁铁离子的结合,有机制与铝离子的结合作用不大,这与石灰岩矿物主要是碳酸钙有关;研究区发育土壤大粒级水稳性团聚体含量相对较高,土壤抗蚀性好,抵抗侵蚀能力强。   相似文献   

Multi-scale study of permeability evolution of a bentonite clay owing to pollutant transport: Part II. Application to an MG-bentonite     

F. Bouchelaghem  N. Jozja 《Engineering Geology》2009,108(3-4):286-294

This paper is concerned with the application of a multi-scale model of permeability evolution to the simulation of permeation tests of lead nitrate solutions in a compacted natural bentonite. In a previous work, the weathered hydraulic conductivity has been measured for different pollutant concentrations. Textural and structural evolutions induced by heavy metal sorption have also been investigated, therefore giving us information about the various pore spaces that may be encountered during the process of pollutant leaching. Such knowledge has been exploited during the construction of the numerical microstructures. First of all, pure water permeability tests have been simulated, this has allowed us to ascertain the representation of compacted clay before pollutant permeation. For both Prrenjas and Wyoming clays, permeation tests after pollutant permeation have then been simulated, using connected and non-connected macro-voids configurations. Different conclusions have been drawn based on simulation results for the two different clays investigated, which are supported by experimental evidence.  相似文献   

Behavior of single rammed aggregate piers considering installation effects     

Jian-Feng Chen  Jie Han  Sadik Oztoprak  Xiao-Ming Yang 《Computers and Geotechnics》2009,36(7):1191-1199

A three-dimensional numerical method was used to simulate cavity expansion during installation and an in situ load test conducted on a single rammed aggregate pier (RAP). Verification of the numerical model was carried out by comparing the computed settlements at top and tip of the pier with the measured values. An un-rammed aggregate pier (UAP) of the same diameter and length was also simulated using the numerical method to demonstrate the effect of installation. Interpretations of the numerical results were focused on the load–settlement behavior, the bulging of the pier, the axial load distributions along the pier, and the stress paths of the soil around the pier. A parametric study was conducted to investigate the influence of the pier length/diameter ratio and the soil properties on the behavior of rammed and un-rammed aggregate piers.  相似文献