天柱县主山冲-磨山金矿田北东段剪切带浅析     

许启松  陶平  刘坤  陈玛丽  葛佳杰 《贵州地质》2011,28(1):18-23

本文通过对天柱县主山冲-磨山金矿田北东段剪切带构造进行野外剖面观测及镜下变形构造研究,初步认为所见构造岩类主要为碎裂岩系列的初碎裂岩、碎裂岩、超碎裂岩,仅个别地段(主山冲剖面南部、油麻坳剖面中部)见有糜棱岩系列的糜棱岩化岩石或初糜棱岩,得出结论:该剪切带构造主要为脆性剪切带,个别地段可称为脆韧性剪切带,而尚未见到韧性剪...  相似文献   

粗粒土三轴试验数值模拟与试样颗粒初始架构初探   总被引：4，自引：1，他引：3  

王光进  杨春和  张超  马洪岭  冒海军  侯克鹏 《岩土力学》2011,32(2):585-592

试样颗粒初始架构是粗粒土室内三轴试验中一个难以人为控制的因素。基于元胞自动机方法,结合粗粒土的室内三轴试验开发了能制备不同颗粒初始架构粗粒土试样的HHC-CA模型,该模型制备的粗粒土试样表征了粗粒土各粒组分布的不均匀性和随机性,再借助FLAC3D进行粗粒土三轴数值模拟试验,并探讨了试样剪切带内的砾石含量和试样砾石含量对内摩擦角的影响。数值模拟结果表明,同一粒径级配下,粗粒土的内摩擦角值与剪切带内的砾石含量呈增函数关系;试样砾石含量的增加可能会出现内摩擦角减小的现象,但同一粒径级配下的内摩擦角均值随试样砾石含量的增加而明显增大。  相似文献   

梅雨锋对引发暴雨的中尺度对流系统发生发展影响的研究   总被引：7，自引：1，他引：6       下载免费PDF全文

赵玉春 《大气科学》2011,35(1):81-94

针对梅雨锋(湿度锋)上或附近偏南暖湿气流一侧中尺度对流系统不断发生发展和长时间维持而引发长江流域暴雨的观测事实,利用中尺度数值预报模式WRF(V3.1.1)设计了一系列三维理想数值试验,研究了梅雨锋两侧自身水汽差异效应,探讨了基本气流和风垂直切变对梅雨锋上中尺度对流系统发生发展的影响,揭示了梅雨锋对中尺度对流系统的组织...  相似文献   

2010年浙南地区一次暴雨过程诊断分析   总被引：4，自引：0，他引：4       下载免费PDF全文

曹楚  王忠东 《气象与环境科学》2011,34(4):46-51

利用常规观测资料、中尺度自动站加密资料、多普勒雷达资料和NCEP1°×1°再兮析资料．对2010年5周8曲日发生在浙南的一次暴雨过程进行了诊断分析,结果发现：此次暴雨是在横槽转竖的大背景下,西风槽和高原槽东移合并加强,并在东移过程中与低层切变共同作用造成的;低空急流的形成在水汽的输送和聚集过程中发挥了重要作用;暴雨过程...  相似文献   

Shear strength of compacted soil: effects on splash erosion by single water drops   总被引：1，自引：0，他引：1  

L. Mouzai  M. Bouhadef 《地球表面变化过程与地形》2011,36(1):87-96

The persistence of soil compaction, caused by farmers' vehicles (tractors wheelings) during the dry season, can affect splash distribution and soil erosion so that surface flow starts at an earlier stage than between the wheelings. To investigate the effects of soil compaction on splash distribution, a dry clayey agricultural soil was compacted in steel cups with a hydraulic piston, and the shear strength was measured with a fall‐cone penetrometer. Two cups were compacted in the same manner, using one to measure the shear strength and the second for splash erosion measurements. A laboratory splash board of 1 m radius, divided into 13 concentric compartments, was used to collect the splashed particles. The water drop diameter used was 4·9 mm falling onto a soil splash cup of 50·2 cm² area from 8 m height with a terminal velocity of 8·8 m s^?1. The spatial distribution of the splashed particles, for different soil compactions, fitted the fundamental splash distribution function (FSDF) model better than the exponential function. The shapes of the curves of this function demonstrated the importance of the source area size; the smaller the cup diameter the better the spatial distribution is expressed by an exponential function. In addition, variability in soil surface conditions contributes to variation in splash characteristics. Detachment rates and average radial distance followed second degree relationships in terms of shear strength. Copyright © 2010 John Wiley & Sons, Ltd.  相似文献   

Discussion of paper ‘Revisiting Eurocode 8 formulae for periods of vibration and their employment in linear seismic analysis’ by Helen Crowley and Rui Pinho,Earthquake Engineering and Structural Dynamics 2010; 39(2):223–235     

S. Bahadir Yuksel 《地震工程与结构动力学》2011,40(11):1297-1298

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半刚接框架-斜加劲钢板剪力墙低周反复荷载试验研究     

郭宏超  郝际平  李峰 《地震工程与工程振动》2011,31(1):54-60

对一榀单跨两层半刚接框架-斜加劲钢板剪力墙结构进行了低周反复荷载试验,分析结构破坏模式和耗能机理,得到了承载力、延性、刚度、耗能能力等指标.结果表明:该种结构具有良好的延性和耗能性能,安全储备高;半刚框架和墙板协同工作良好;斜加劲肋的设置缓解了钢板沿拉力带方向的面外变形,提高了墙体的弹性屈曲倚载及初始刚度,减轻了滞回曲...  相似文献   

小剪跨比格构式混凝土墙体抗震性能试验     

周静海  王鹏里  孟宪宏  朱静雯  侯延泽  张志伟 《地震工程与工程振动》2011,31(3):127-133

文章旨在研究不同剪跨比的格构式混凝土墙体抗震性能.将生产车间预制成EPS保温模块拼接成墙体模板,在横向和纵向孔洞中分别布置钢筋,然后在孔内浇筑自密实混凝土,形成“EPS新型节能”格构式混凝土墙体,然后对6个参数不同的试件进行低周反复水平荷载作用的试验.结果,墙体破坏形态为:首先墙体相邻格构柱间的连梁出现环状裂缝和“X”...  相似文献   

霍山皖33井水位与"霍山窗"小震活动关系的初步研究     

孙盼盼  张军  刘泽民  陶月潮  李军辉 《华南地震》2011,31(2):79-85

分析了霍山皖33井水位变化与"霍山窗"地震活动的关系:首先采用差分法和从属函数等方法对水位数据进行处理,提取了水位的短期异常,结果表明该井水位异常对霍山以及周边地区的中小地震有较好的反映;其次,通过对该井水位与"霍山窗"小震活动性的对比研究,发现该地区小地震在水位低值时活跃.参考该地区的环境剪应力,我们认为霍山皖33井...  相似文献   

Research on seismic performance of shear walls with concrete filled steel tube columns and concealed steel trusses   总被引：1，自引：1，他引：0  

Wanlin Cao  Jianwei Zhang  Hongying Dong  Min Wang 《地震工程与工程振动(英文版)》2011,10(4):535-546

In order to further improve the seismic performance of RC shear walls, a new composite shear wall with concrete filled steel tube (CFT) columns and concealed steel trusses is proposed. This new shear wall is a double composite shear wall; the first composite being the use of three different force systems, CFT, steel truss and shear wall, and the second the use of two different materials, steel and concrete. Three 1/5 scaled experimental specimens: a traditional RC shear wall, a shear wall with CFT columns, and a shear wall with CFT columns and concealed steel trusses, were tested under cyclic loading and the seismic performance indices of the shear walls were comparatively analyzed. Based on the data from these experiments, a thorough elastic-plastic finite element analysis and parametric analysis of the new shear walls were carried out using ABAQUS software. The finite element results of deformation, stress distribution, and the evolution of cracks in each phase were compared with the experimental results and showed good agreement. A mechanical model was also established for calculating the load-carrying capacity of the new composite shear walls. The results show that this new type of shear wall has improved seismic performance over the other two types of shear walls tested.  相似文献