古尔班通古特沙漠短命植物分布 及其沙面稳定意义

从植被稳定沙面的角度出发,通过2002年对古尔班通古特沙漠南部沙垄表面植物种类、高度和盖度等的系统监测,阐明短命植物在单个沙丘上的时空分布规律。并对气象资料和人类活动扰动沙面后短命植物的自然侵入等进行综合分析,探讨沙面稳定中短命植物的重要作用。研究区总计有45种植物,其中短命植物29种。4月初短命植物萌动出土,在两个月左右的时间完成整个生长发育过程。4、5、6三个月正是北疆沙漠风沙活动强盛期,大部分沙垄表面乔灌木和长营养期草本植物盖度不足10%,而短命植物盖度则分别达到13.9%、40.2% 和14.1%,是古尔班通古特沙漠植被稳定沙面的主要贡献者。对工程行为扰动沙面后的植物恢复调查显示,短命植物是首先入侵的先锋植物。     

利用低空视频检测道路车辆

针对背景像素的移动,提出了SURF特征稳像和光流法向量相结合的新方法来解决低空视频的道路车辆检测。首先,检测两帧图像的SURF特征;再用最近邻匹配得到两幅图像的匹配点对;随后结合RANSAC和最小二乘法计算全局运动参数向量,获得稳定的帧;最后,根据稳定的帧计算光流法向量,并检测出运动车辆。实验结果表明,基于SURF算子的图像稳像算法在不损失稳像精度的前提下,能够提高图像稳像算法的速度,所提方法能够有效地检测出运动车辆。     

三维滑坡推力计算方法探讨

常规二维滑坡推力计算没有考虑其横向变化,导致设计过于保守,三维推力计算方法的提出则能体现滑坡推力的空间分布,解决二维存在的问题.本文在三维极限平衡法统一模型的基础上,建立了求解三维滑坡推力的统一公式.利用实例,通过二维推力计算与三维计算结果的对比分析,获得三维推力的横向分布函数,有效反映出三维滑坡推力的空间分布状态,所...     

Softening,localization and stabilization: capture of discontinuous solutions in J2 plasticity

This paper exploits the concept of stabilization techniques to improve the behaviour of mixed linear/linear simplicial elements (triangles and tetrahedra) in incompressible or nearly incompressible situations. Elasto-J2-plastic constitutive behaviour has been considered with linear and exponential softening. Two different stabilization methods are used to attain global stability of the corresponding discrete finite element formulation. Implementation and computational aspects are also discussed, showing that a robust application of the proposed formulation is feasible. Numerical examples show that the formulation derived is free of volumetric locking and spurious oscillations of the pressure. The results obtained do not suffer from spurious mesh-size or mesh-bias dependence, comparing very favourably with those obtained with the standard, non-stabilized, approaches. Copyright © 2004 John Wiley & Sons, Ltd.     

Subsurface grout barriers for ground stabilization in dolomite areas near Carletonville, South Africa

 Artificial lowering of the groundwater level in dolomitic aquifers of the Far West Rand gold mining area has led to the formation of hundreds of sinkholes and subsidences. Where ground movements develop in or around important structures, it has become standard practice to drill boreholes for exploration and to inject mine tailings (slimes), cement and water to fill cavernous zones and arrest further ground movements. Although this method of grouting has mostly been effective, some boreholes accepted such large quantities of grout that the operation became prohibitively expensive. This paper describes an experiment to construct subsurface barriers by pouring wet (high slump) concrete via closely-spaced lines of boreholes into cavernous zones beneath a depression on a provincial road. The barriers required a small quantity of concrete and the zone between barriers was quickly filled by grout. The lack of further ground movements confirmed the success of the project. Received: 22 May 2000 · Accepted: 18 July 2000     

Gully prevention and control: Techniques,failures and effectiveness

Gully erosion is a major environmental problem, posing significant threats to sustainable development. However, insights on techniques to prevent and control gullying are scattered and incomplete, especially regarding failure rates and effectiveness. This review aims to address these issues and contribute to more successful gully prevention and control strategies by synthesizing the data from earlier studies. Preventing gully formation can be done through land use change, applying soil and water conservation techniques or by targeted measures in concentrated flow zones. The latter include measures that increase topsoil resistance and vegetation barriers. Vegetation barriers made of plant residues have the advantage of being immediately effective in protecting against erosion, but have a short life expectancy as compared to barriers made of living vegetation. Once deeply incised, the development of gullies may be controlled by diverting runoff away from the channel, but this comes at the risk of relocating the problem. Additional measures such as headcut filling, channel reshaping and headcut armouring can also be applied. To control gully channels, multiple studies report on the use of check dams and/or vegetation. Reasons for failures of these techniques depend on runoff and sediment characteristics and cross-sectional stability and micro-environment of the gully. In turn, these are controlled by external forcing factors that can be grouped into (i) geomorphology and topography, (ii) climate and (iii) the bio-physical environment. The impact of gully prevention and control techniques is addressed, especially regarding their effect on headcut retreat and network development, the trapping of sediment by check dams and reduction of catchment sediment yield. Overall, vegetation establishment in gully channels and catchments plays a key role in gully prevention and control. Once stabilized, gullies may turn into rehabilitated sites of lush vegetation or cropland, making the return on investment to prevent and control gullies high. © 2020 John Wiley & Sons, Ltd.     

N451型伽玛能谱测井探管的研制与铀钍伽玛能谱测井技术研究

为准确测定铀钍混合型矿床中矿层的铀、钍含量,研制了 N451型伽玛能谱测井探管,并将该探管配接在 HD 4002B轻型综合测井系统上组成了伽玛能谱测井系统.基于该系统,建立了伽玛能谱测井仪的校正方法、伽玛能谱测井的数据处理方法和野外测井工作方法.N451型伽玛能谱测井探管具有探测效率高、自动稳谱系统抗辐射能力强的特点,在铀矿勘查中连续测定钻孔中矿层的U、Th含量,效果良好.     

Stabilizing CO2 concentrations with incomplete international cooperation

Many stabilization scenarios have examined the implications of stabilization on the assumption that all regions and all sectors of all of the world's economies undertake emissions mitigations wherever and whenever it is cheapest to do so. This idealized assumption is just one of many ways in which emissions mitigation actions could play out globally, but not necessarily the most likely. This paper explores the implications of generic policy regimes that lead to stabilization of CO₂ concentrations under conditions in which non-Annex I regions delay emissions reductions and in which carbon prices vary across participating regions. The resulting stabilization scenarios are contrasted with the idealized results. Delays in the date by which non-Annex I regions begin to reduce emissions raise the price of carbon in Annex I regions relative to the price of carbon in Annex I in an idealized regime for any given CO₂ concentration limit. This effect increases the longer the delay in non-Annex I accession, the lower the non-Annex I carbon prices relative to the Annex I prices, and the more stringent the stabilization level. The effect of delay is very pronounced when CO₂ concentrations are stabilized at 450 ppmv, however the effect is much less pronounced at 550 ppmv and above. For long delays in non-Annex I accession, 450 ppmv stabilization levels become infeasible.     

强夯置换法在合肥市樊洼路采石坑杂填土地基处理上的应用

强夯法多年来广泛应用在建筑、水利、交通、港口等多种工程地基加固上,本文介绍了强夯置换法在城市道路深厚杂填土及淤泥质土地基加固上的应用,内容包括试验、施工、检测.采用强夯置换法取得了良好的经济效益和社会效益,目前正是中国城市建设的大发展时期,可供同类工程参考.