川西九龙地区锂铍矿区土壤重金属分布特征及生态风险评价   总被引：1，自引：0，他引：1  

于沨  王伟  于扬  王登红  刘善宝  高娟琴  吕秉廷  刘丽君 《岩矿测试》2021,(3):408-424

川西九龙地区是近年来中国关键矿产资源勘查的热点地区之一,区内锂铍等稀有金属矿产资源优势突出,有望逐步发展成为国家级大型资源基地.作为长江上游生态保护屏障,该区生态环境脆弱,面对矿业开发的巨大机遇,在当前"环保优先"的现实情况下,急需摸清该区环境家底,支撑国家能源战略发展.本文用ICP-MS方法检测了该区352件土壤样品...  相似文献   

混凝土框架柱双向受剪性能试验研究与相关性分析     

王铁成  王诚  梅廉 《地震工程与工程振动》2007,27(4):35-41

为研究钢筋混凝土框架柱的抗震性能,进行了矩形截面不等肢配箍混凝土框架柱在斜向水平荷载作用下的抗剪强度试验研究,对框架柱在斜向水平荷载作用下的受剪承载力进行有限元分析,并与试验结果进行比较,研究了两向不等肢配箍矩形截面柱在静载和低周反复荷载作用下双向受剪承载力的相关关系,推导了双向受剪承载力计算公式。研究结果表明,斜向水平荷载作用下,不等肢配箍混凝土框架柱双向受剪承载力的相关关系近似符合椭圆规律,为不等肢配箍混凝土框架柱的受剪承载力设计提供参考。  相似文献   

Bearing capacity of strip foundations reinforced with geogrid sheets by using upper bound finite‐element limit analysis     

Jyant Kumar  Jagdish Prasad Sahoo 《国际地质力学数值与分析法杂志》2013,37(18):3258-3277

By using the upper bound finite‐elements limit analysis, with an inclusion of single and two horizontal layers of reinforcements, the ultimate bearing capacity has been computed for a rigid strip footing placed over (i) fully granular, (ii) cohesive‐frictional, and (iii) fully cohesive soils. It is assumed that (i) the reinforcements are structurally strong so that no axial tension failure can occur, (ii) the reinforcement sheets have negligible resistance to bending, and (iii) the shear failure can take place between the reinforcement and soil mass. It is expected that the different approximations on which the analysis has been based would generally remain applicable for reinforcements in the form of geogrid sheets. A method has been proposed to incorporate the effect of the reinforcement in the analysis. The efficiency factors, η_c and η_γ, to be multiplied with N_c and N_γ , for finding the bearing capacity of reinforced foundations, have been established. The results have been obtained (i) for different values of ? in case of fully granular and cohesive‐frictional soils, and (ii) for different rates at which the cohesion increases with depth for a fully cohesive soil. The optimum positions of the reinforcements' layers have also been determined. The effect of the reinforcements' length on the results has also been analyzed. As compared to cohesive soils, the granular soils, especially with higher values of ?, cause a much greater increase in the bearing capacity. The results compare reasonably well with the available theoretical and experimental data from literature. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

Analytical solutions for Euler–Bernoulli beam on visco‐elastic foundation subjected to moving load     

Dipanjan Basu  N. S. V. Kameswara Rao 《国际地质力学数值与分析法杂志》2013,37(8):945-960

Analytical solutions for the steady‐state response of an infinite beam resting on a visco‐elastic foundation and subjected to a concentrated load moving with a constant velocity are developed in this paper. The beam responses investigated are deflection, bending moment, shear force and contact pressure. The mechanical resistance of the foundation is modeled using two parameters k_s and t_s — k_s accounts for soil resistance due to compressive strains in the soil and t_s accounts for the resistance due to shear strains. Since this model represents the ground behavior more accurately than the Winkler spring model, the developed solutions produce beam responses that are closer to reality than those obtained using the existing solutions for Winkler model. The dynamic beam responses depend on the damping present in the system and on the velocity of the moving load. Based on the study, dynamic amplification curves are developed for beam deflection. Such amplification curves for deflection, bending moment, shear force and contact pressure can be developed for any beam‐foundation system and can be used in design. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Correlation between point load index and compressive strength for quartzite rocks   总被引：1，自引：0，他引：1  

V. K. Singh  D. P. Singh 《Geotechnical and Geological Engineering》1993,11(4):269-272

Summary The relationship of the point load test with uniaxial compressive strength was examined using quartzite rocks to substantiate the existing correlations.  相似文献   

求解非线性有限元方程的弧长法及在工程稳定分析中的应用   总被引：1，自引：0，他引：1  

刘国明  卓家寿 《岩土力学》1993,14(4):57-67

本文讨论了求解非线性有限元方程弧长法的基本原理及具体实施,并应用于压杆及滑块的稳定性分析。由于弧长法具有确定并通过结构临界应力状态的临界荷载值,因此可以应用于工程稳定性分析。算例表明,弧长法确定的临界荷载值是令人满意的。  相似文献   

DPP100－3型钻机改型设计中的几个问题          下载免费PDF全文

张宝胜 《探矿工程》1994,(4):9-11,15

讨论了ＤＰＰ１００－３型钻机在改型设计中动力匹配，改换汽车底盘的轴荷分配，改装部分的传动装置布置等，主要以选用ＣＡ１４１Ｓ型汽车底盘的改型设计为例进行说明。  相似文献   

华南晚三叠世前陆盆地的成因地层格架及演化历史   总被引：4，自引：0，他引：4  

夏文臣  周杰  袁伟  张素新  杨永强 《地球科学》1994,3(1)

在详细研究盆地中各类沉积体系的沉积构成和演化过程的基础上,通过成因地层对比,建立了残留海湾—前陆盆地的成因地层格架。根据沉积体系的时空组合及其与相关等时性地层面的配置关系,划分出了3个构造沉积幕,每个构造沉积幕都是盆地基底荷载挠曲变形至弹性回跳过程的沉积响应。海平面升降变化和盆内软沉积物压实沉降虽然不能触发和主控盆地基底的构造挠曲旋回,但对各构造沉积幕的地层构型和持续时间有重要影响。盆地基底荷载挠曲变形与海平面升降或压实沉降过程以不同方式叠加,产生各种类型的构造沉积幕,与前陆盆地共生的还有后陆盆地和残留的弧后盆地。  相似文献   

沙漠化评价基本理论初探   总被引：14，自引：1，他引：14  

李振山  王一谋 《中国沙漠》1994,14(2):84-89

沙漠化评价的原则、内容和方法紧密联系。沙漠化研究内容决定其评价内容。沙漠化地图的合适信息负载量，决定各种比例尺的沙漠化评价指征的详细程度，也决定沙漠化分级数与分类数。分级数的下限是沙漠化允许值。  相似文献   

Mine ventilation planning in the 1980s   总被引：1，自引：0，他引：1  

Malcolm J. Mcpherson 《Geotechnical and Geological Engineering》1984,2(3):185-227

Conclusions In this paper, the author has attempted to trace the development of mine ventilation planning from the traditional, manual and largely empirical methods of the past to the numerate computer-based techniques of the 1980s.The computer revolution has changed the face of many engineering disciplines, not least mine environmental engineering. Nevertheless, the mining industries of the world have not all been equally progressive in adapting to the flexibility, power and practical utilization of the new methodologies. It is, for example, incongruous that current textbooks on mine ventilation separate completely the topics of network analysis and ventilation planning with very little cross-referencing. Many of the current generation of mine ventilation engineers recognize the need to know about computers but find difficulty in translating this into their daily work. The growing availability of self-teaching, friendly software for personal microcomputers, coupled with interactive graphics, will assist greatly in promoting uncomplicated but powerful usage of computers.Young engineers now graduating from universities and colleges have been brought up in a computer-oriented environment and are competent in interacting with these machines. Indeed, they wonder how the job was ever done without magnetic data bases and high-speed computation aid.  相似文献