空气潜孔锤钻进技术在豫西抗旱找水打井施工中的应用          下载免费PDF全文

陈鑫发  牛建设 《探矿工程》2011,38(10):37-39

空气潜孔锤在豫西山区、严重缺水的基岩地区抗旱找水打井施工中发挥出了优越性。介绍了空气潜孔锤钻进技术工艺在豫西抗旱找水打井工程施工中的实际应用及其操作要点、钻进技术优势。同时分别对断裂破碎带地层和较完整地层中的空气潜孔锤钻进技术的应用效果进行了深入探讨和总结。  相似文献   

防静电环氧地坪的防雷检测方法探讨     

黄文标 《气象研究与应用》2011,32(3):94-96

通过对静电的特点与危害进行分析,提出了广泛应用于大型防静电场地或防爆场所防静电环氧地坪的防雷检测方法。  相似文献   

大型岩体洞室采用柔性垫层减震的可行性研究     

赵宝友  马震岳 《地震工程与工程振动》2011,31(2):138-144

采用无限元作为岩体地下洞室静动力分析的边界条件,建立了岩体地下洞室的静动力有限元一无限元(FE-IE)计算模型,分析了柔性垫层对水电站厂房这类大型岩体洞室结构的减震效果.研究结果表明:柔性垫层虽未能从根本上改变岩体洞室结构的地震响应,但是设置一定厚度的柔性垫层后不仅能充分发挥岩体洞室围岩的自承能力,而且还能明显地减小混...  相似文献   

我国7度设防等跨RC框架抗地震倒塌能力研究   总被引：1，自引：0，他引：1  

陆新征  唐代远  叶列平  施炜 《地震工程与工程振动》2011,31(5):13-20

我国建筑结构抗震设计主要采用基于小震下的构件承载力计算保证结构的抗震承载能力,配合抗震构造措施保证结构的变形能力,缺乏大震抗倒塌定量计算.而实际地震震害表明,即使是同类结构,其结构体系参数对其抗地震倒塌能力也有很大影响.为此,本文依据《建筑抗震设计规范》GB50011 - 2001,按照7度抗震设防设计了24个不同跨度...  相似文献   

Experimental investigation on seismic behavior of single piles in sandy soil     

Werasak Raongjant 《地震工程与工程振动(英文版)》2011,10(3):417-422

This paper describes a quasi-static test program featuring lateral cyclic loading on single piles in sandy soil. The tests were conducted on 18 aluminum model piles with different cross sections and lateral load eccentricity ratios, e/d, (e is the lateral load eccentricity and d is the diameter of pile) of 0, 4 and 8, embedded in sand with a relative density of 30% and 70%. The experimental results include lateral load-displacement hysteresis loops, skeleton curves and energy dissipation curves. Lateral capacity, ductility and energy dissipation capacity of single piles under seismic load were evaluated in detail. The lateral capacities and the energy dissipation capacity of piles in dense sand were much higher than in loose sand. When embedded in loose sand, the maximum lateral load and the maximum lateral displacement of piles increased as e/d increased. On the contrary, when embedded in dense sand, the maximum lateral load of piles decreased as e/d increased. Piles with a higher load eccentricity ratio experienced higher energy dissipation capacity than piles with e/d of 0 in both dense and loose sand. At a given level of displacement, piles with circular cross sections provided the best energy dissipation capacity in both loose and dense sand.  相似文献   

基于切割环分解的三维建筑物细节层次模型构造   总被引：1，自引：0，他引：1  

杨必胜  姜少波 《测绘学报》2011,40(5)

提出一种基于切割环分解的建筑物LOD（细节层次）模型的自动生成方法,该方法首先通过二面角操作算子识别建筑模型中的切割环,然后通过切割环将建筑物模型迭代分割成建筑主体和一系列细部特征,并将分割的结果存储在一棵构造实体几何树（CSG tree）中,最后对特征部件按重要性进行等级划分,同时进行简化处理。试验结果表明该方法具有较高的计算效率,能有效减少模型表面的细节和较好保持模型的结构特征。  相似文献   

抗几何攻击的高分辨率遥感影像半盲水印算法   总被引：1，自引：1，他引：0  

任娜  朱长青  王志伟 《武汉大学学报(信息科学版)》2011,(3):329-332

提出了一种可有效抵抗几何攻击的高分辨率遥感影像半盲水印算法。该算法充分考虑了高分辨率遥感影像的特点,在水印嵌入方案中,对原始水印信息进行扩频处理,将水印值与最高有效位进行匹配,生成密钥矩阵,水印嵌入到最高位或次低位,并以二进制方式保存生成的密钥矩阵;在水印提取方案中,采用模板匹配技术提取出最优的水印信息。实验结果表明,该水印方案具有良好的不可见性,并且对影像的裁剪、旋转、平移、加噪、滤波等操作具有较强的鲁棒性。  相似文献   

An Experimental Study on A Trapezoidal Pendulum Wave Energy Converter in Regular Waves     

王冬姣  邱守强  叶家玮 《海洋工程》2015,29(4):623-632

Experimental studies were conducted on a trapezoidal pendulum wave energy converter in regular waves. To obtain the incident wave height, the analytical method (AM) was used to separate the incident and reflected waves propagating in a wave flume by analysing wave records measured at two locations. The response amplitude operator (RAO), primary conversion efficiency and the total conversion efficiency of the wave energy converter were studied; furthermore, the power take-off damping coefficients corresponding to the load resistances in the experiment were also obtained. The findings demonstrate that the natural period for a pendulum wave energy converter is relatively large. A lower load resistance gives rise to a larger damping coefficient. The model shows relatively higher wave energy conversion efficiency in the range of 1.0?1.2 s for the incident wave period. The maximum primary conversion efficiency achieved was 55.5%, and the maximum overall conversion efficiency was 39.4%.  相似文献   

Investigation on Cutting Stability of Jacket in Decommissioning Process     

李美求  段梦兰  黄一 《海洋工程》2015,29(5):649-661

Jacket cutting operation is one of the most complicated and highest risk operations in the process of decommissioning offshore piled platform, the security and stability of which must be assured. In this paper, the current research on offshore structure removal and jacket cutting is introduced, on the basis of which the types of load along with the load calculation method are determined. The main influences on the stability of a jacket in cutting are analyzed. The experiment test plan is drawn by using orthogonal testing method, and the formula of critical load during the cutting procedure is deduced by differential evolution algorithm. To verify the method and results of this paper, an offshore piled platform to be decommissioned in the South China Sea is taken for an example, and the detailed schedule for jacket cutting is made with the three-dimensional finite element model of the jacket established. The natural frequency, stress, strain and stability of the jacket during cutting process are calculated, which indicates that the results of finite element analysis agree well with that of the deduced formula. The result provides the scientific reference for guaranteeing the safety of jacket in cutting operation.  相似文献   

岩质路堑边坡施工监测及稳定性分析     

王晓静 《测绘与空间地理信息》2015,(7)

以某高速公路岩质路堑边坡为例,通过施工现场监测及稳定性分析,结果显示初始设计状态下坡体深层位移和坡面位移接近滑动临界值。采取变更设计后,利用现场监测结合蒙特卡洛数值模拟的方法对该路堑边坡的加固效果进行稳定性和可靠性分析。经过加固后的边坡能较好地维持稳定,支护措施可靠。这种现场监测结合蒙特卡洛数值模拟的方法为路堑边坡的动态设计提供了依据,并能及时作出趋势性预测,为路堑岩质边坡的合理支护提供一种新的思路。  相似文献