深层黏性土变形破坏的影响因素分析     

严桂凤 《中国煤炭地质》2014,(4):33-35

河南刘河煤矿矿二1煤层上为厚度20~40m的第四系覆盖层,其中黏土层平均厚度为6.6m。由于第四系孔隙水含水组的四个含水段均为富水性中等及以上含水层,所以该层黏性土在受到上覆高压影响后能否控制顶板突水显得尤为关键,是解决新生界含水层下的安全开采的关键问题。通过室内实验测得该矿深度约在150m的4个钻孔土样的物理参数和土颗粒级配分析,按实验结果模拟深层黏性土,考虑受力面积、含水率和厚度3个影响黏性土破坏的主要因素,利用正交实验原理安排实验。结果表明,受力面积和含水率越大,黏性土的破坏程度增大;黏性土的厚度越大,破坏程度相应减小;3个因素中,受力面积的影响最大;当黏性土含水率在10%~25%,受力面积越小,厚度越大,黏性土不易发生破坏。该研究对预防和保证矿山安全生产具有重要意义。  相似文献   

降雨入渗补给地下水数值模拟研究     

何渊 《中国煤炭地质》2014,(7):36-41

针对在地下水资源评价中入渗补给量采用经验估算存在较大误差的问题,以神东矿区为例,在广泛调查矿区包气带岩性结构并结合野外取样、室内参数测定的基础上,采用数值模拟的方法建立包气带水分运移数值模拟模型,定量模拟矿区内不同地段降雨入渗强度,探讨影响降雨入渗强度的主要因素,计算得出研究区降雨入渗系数大致在0.18~0.27,分析认为影响降雨入渗强度的因素有降雨量、潜水埋深、包气带岩性等。其中在研究区广泛分布的风积沙对地下水资源起到了一定的保护作用。  相似文献   

喷锚支护结构在膨胀土地区基坑支护中的应用     

王利军 《中国煤炭地质》2014,(1):48-50

膨胀土地区的基坑支护一般采用土钉墙型式,但出现了较多的垮塌事故。详细介绍了邯郸市某小区综合楼的膨胀土基坑喷锚支护工程的设计与施工方法。考虑膨胀土吸水膨胀失水收缩对边坡稳定性的影响,针对基坑支护结构验算的相关参数,依据膨胀土地区情况给予了相应的调整。基坑分层开挖进行喷锚支护后整体稳定性较好,达到了预期目的。本实例旨在为膨胀土地区基坑支护设计与施工提供一个借鉴和参考。  相似文献   

长江经济带土壤质量评价及产地适宜性初步研究          下载免费PDF全文

刘红樱  姜月华  杨辉  许乃政  杨国强  金阳 《中国地质调查》2014,6(5):50-63

开展土壤质量评价对科学划定永久基本农田及统筹优化农业生产布局具有重要指导意义。本文采用内梅罗综合污染指数法、分级法、累积频率法和综合判定法,参照《土壤环境质量农用地土壤污染风险管控标准》(试行)(GB 15618—2018)和《绿色食品产地环境质量》(NY/T 391—2013),对长江经济带土壤重金属污染、酸碱度、有益元素丰缺和绿色农产品产地适宜性进行评价。研究区土壤质量总体良好,清洁土壤面积34.84万km²,其重金属含量继承了自然背景特征; 三级及以下土壤面积6.94万km²,呈斑块及星点状分布于赣东北、赣南、湖南长沙—郴州一带、沿江及贵阳、昆明等地,其重金属为自然富集或受矿业开发、煤炭和石油的燃烧及工业“三废”排放的影响。酸性土壤面积33.56万km²,分布于江西、湖南、宁波—台州沿海和金华衢州盆地,碱性土壤面积15.69万km²,分布于苏北平原、环洞庭湖、成都平原以及沿长江一线,其土壤酸碱度与土壤类型有关。土壤有益元素丰缺与第四系沉积物成土母质有关,土壤有益元素适量及以上区域面积34.44万km²,分布于四川阿坝、成都盆地、环洞庭湖、环鄱阳湖、安徽沿江、苏北沿海和杭嘉湖平原; 土壤有益元素缺乏区面积13.89万km²,分布于赣南、江淮、鄂东北以及云南玉溪等地。绿色农产品产地最适宜区、适宜区和不适宜区面积分别为22.49万km²、18.78万km²和18.28万km²。依据区内绿色农产品产地适宜性、土壤环境质量和立地条件划分出7片永久农田保护建议区。  相似文献   

Measurements of net all-wave radiation at a tropical location,Ile-Ife,Nigeria     

《Atmósfera》2014,27(3):305-315

Hourly averaged net all-wave radiation data spanning a complete three-year period (2010-2012) at a meteorological station located inside the Obafemi Awolowo University campus in Ile-Ife (7.52° N, 4.52° E), Nigeria is presented in this study to investigate its diurnal and seasonal variations. Using a high-sensitivity four-component net radiometer, the data represents so far the most consistent and detailed information available for a tropical location in West Africa. From the dataset, hourly maxima of the net radiation occurred at 14:00 LT (GMT + 1), whose values increased considerably from 337.6 ± 146.4 Wm⁻² in July, which is the peak of the wet season, to 441.7 ± 82.4 Wm⁻² in March, the end of the dry season. April and October, both of which mark the beginning and end of the raining season at Ile-Ife have recorded the highest values of 584.7 and 612.2 Wm⁻², respectively. There was strong intra/inter-seasonal variation observed in the monthly mean values of the net radiation due mainly to the fluctuations in cloudiness and humidity. In the study area, the data indicated a net radiative heating taking place at the surface, whose annual trend follows a bimodal distribution. The present data supports the results published in earlier studies by other authors.  相似文献   

应用单体碳同位素分析技术探析农田土壤中多环芳烃的植物降解过程   总被引：1，自引：0，他引：1  

焦杏春  王广  叶传永  曹红英  王晓春  杨永亮  刘晓端 《岩矿测试》2014,33(6):863-870

长期以来,研究者在探讨土壤中多环芳烃(PAHs)的降解及修复过程中,缺乏简便有效的手段对化合物的降解动态进行定量研究。前人尝试用投加实验、对比采用降解措施前后污染物的浓度变化、模型计算等方法研究PAHs的降解过程,其结果常互相矛盾,或不能真实反映复杂的实际环境。本文应用单体碳同位素技术对农田土壤中多环芳烃的植物降解过程进行定量表征,采集了某地农田表土作为供试土壤,选择玉米作为供试作物,开展了作物对土壤中PAHs降解及消除过程的研究。气相色谱-质谱分析结果表明,培养所用的玉米原始土及分4批收集的空白土、根际土、非根际土样品中16种PAHs的浓度总和(∑PAHs)平均分别为380.8 ng/g、(281.5±34.7) ng/g、(272.2±11.6) ng/g和(299.8±37.9) ng/g;玉米生长期间,各土壤样品 的∑PAHs均比原始土壤有所下降,但除3环化合物(苊烯、苊、芴、菲、蒽)外,其他化合物并未随玉米的生长表现出显著趋势。与玉米根、叶倾向于富集低环PAHs化合物相对应,可以判断植物对土壤中的低环化合物去除作用最为显著。各采样时期玉米根际土、非根际土和空白土壤样品中多环芳烃单体化合物的碳同位素分馏值(δ¹³C)在-34.31‰~-23.95‰之间,且除芘外的其他化合物的δ¹³C值随时间呈现逐步变轻的趋势,波动值位于-0.6‰~-9.0‰之间;本文对于PAHs单体化合物,尤其是4、5环化合物,在玉米降解过程中的碳同位素分馏与浓度变化之间未发现明显关系。考虑3环以下的PAHs化合物更倾向于被降解和清除,且其碳、氢同位素分馏情况更容易被观察到,因此稳定同位素分析更有助于探明该类单体多环芳烃污染物在环境中的迁移、转化规律。  相似文献   

Assessment of soil–pile–structure interaction influencing seismic response of mid-rise buildings sitting on floating pile foundations     

《Computers and Geotechnics》2014

The role of the seismic soil–pile–structure interaction (SSPSI) is usually considered beneficial to the structural system under seismic loading since it lengthens the lateral fundamental period and leads to higher damping of the system in comparison with the fixed-base assumption. Lessons learned from recent earthquakes show that fixed-base assumption could be misleading, and neglecting the influence of SSPSI could lead to unsafe design particularly for structures founded on soft soils. In this study, in order to better understand the SSPSI phenomena, a series of shaking table tests have been conducted for three different cases, namely: (i) fixed-base structure representing the situation excluding the soil–structure interaction; (ii) structure supported by shallow foundation on soft soil; and (iii) structure supported by floating (frictional) pile foundation in soft soil. A laminar soil container has been designed and constructed to simulate the free field soil response by minimising boundary effects during shaking table tests. In addition, a fully nonlinear three dimensional numerical model employing FLAC3D has been adopted to perform time-history analysis on the mentioned three cases. The numerical model adopts hysteretic damping algorithm representing the variation of the shear modulus and damping ratio of the soil with the cyclic shear strain capturing the energy absorbing characteristics of the soil. Results are presented in terms of the structural response parameters most significant for the damage such as foundation rocking, base shear, floor deformation, and inter-storey drifts. Comparison of the numerical predictions and the experimental data shows a good agreement confirming the reliability of the numerical model. Both experimental and numerical results indicate that soil–structure interaction amplifies the lateral deflections and inter-storey drifts of the structures supported by floating pile foundations in comparison to the fixed base structures. However, the floating pile foundations contribute to the reduction in the lateral displacements in comparison to the shallow foundation case, due to the reduced rocking components.  相似文献   

Slip line theory applied to a retaining wall–unsaturated soil interaction problem     

《Computers and Geotechnics》2014

An extension of slip line theory to unsaturated soils is presented and applied to the problem of a rigid retaining wall rotating about its toe into unsaturated soils. Suction is introduced using the effective stress concept. Soil–wall interface friction is defined carefully. The influence of suction on limiting passive earth pressures is analysed for two soils under steady state evaporation and infiltration. Suction increases the limiting passive stress at the soil–wall interface, with a dependence on the steady state flow type. The displacement of the retained soil is studied assuming the wall undergoes a rotation increment. The results show a clear difference in the displacement for evaporation and infiltration.  相似文献   

Semi-analytical solution to one-dimensional consolidation for viscoelastic unsaturated soils     

《Computers and Geotechnics》2014

This paper presents a semi-analytical solution to one-dimensional consolidation of viscoelastic unsaturated soils with a finite thickness under oedometric conditions and subjected to a sudden loading. The solution is obtained by using Lee’s correspondence principle based on the semi-analytical solution to one-dimensional consolidation of elastic unsaturated soils. The boundary contains the top surface permeable to water and air and the bottom impermeable to water and air. A typical example is given to show the evolution of excess pore-air and pore-water pressures as well as the total degree of consolidation of the soil layer with time for different ratios of air–water permeability coefficient, elastic modulus and viscoelastic coefficient. The one-dimensional consolidation behavior of viscoelastic unsaturated soil is discussed according to the semi-analytical solution. These results contribute to a better understanding of the consolidation behavior of viscoelastic unsaturated soils.  相似文献   

Assessment of the dynamic behaviour of saturated soil subjected to cyclic loading from offshore monopile wind turbine foundations     

《Computers and Geotechnics》2014

The fatigue life of offshore wind turbines strongly depends on the dynamic behaviour of the structures including the underlying soil. To diminish dynamic amplification and avoid resonance, the eigenfrequency related to the lowest eigenmode of the wind turbine should not coalesce with excitation frequencies related to strong wind, wave and ice loading. Typically, lateral response of monopile foundations is analysed using a beam on a nonlinear Winkler foundation model with soil–pile interaction recommended by the design regulations. However, as it will be shown in this paper, the guideline approaches consequently underestimate the eigenfrequency compared to full-scale measurements. This discrepancy leads the authors to investigate the influence of pore water pressure by utilising a numerical approach and consider the soil medium as a two-phase system consisting of a solid skeleton and a single pore fluid. In the paper, free vibration tests are analysed to evaluate the eigenfrequencies of offshore monopile wind turbine foundations. Since the stiffness of foundation and subsoil strongly affects the modal parameters, the stiffness of saturated soil due to pore water flow generated by cyclic motion of monopiles is investigated using the concept of a Kelvin model. It is found that the permeability of the subsoil has strong influence on the stiffness of the wind turbine that may to some extent explain deviations between experimental and computational eigenfrequencies.  相似文献