全下肢动脉磁共振血管成像技术的临床应用     

张艺  邓力刚  靳二虎  梁宇霆  关伟 《CT理论与应用研究》2010,19(3):75-81

目的:探讨对比剂增强三维磁共振血管成像技术显示下肢动脉病变的价值。方法:对43例有症状患者进行盆腔和全下肢动脉3DCE-MRA检查,再利用后处理软件对原始图像进行减影、最大信号强度投影重组和三段对接,获得不同角度的全下肢血管树结构。结果:42例患者顺利完成检查和后处理编辑,动脉血管显示清晰,图像质量符合诊断要求,检查成功率98%。1例因病情较重,不能坚持平卧和静止不动,未能完成检查。结论:三维磁共振血管成像技术全下肢动脉血管成像可为临床诊断和处置周围动脉闭塞性疾病提供有用的影像信息。  相似文献   

CT引导下20G切割式穿刺活检针在胸部病变活检中的临床应用     

陈相猛  柳学国  梁明柱  王国杰  张丽静  秦培鑫  陈凯  何燕丽  丁香莲  易先平 《CT理论与应用研究》2010,19(4):91-98

目的:探讨CT引导下20G切割式穿刺活检针在胸部病变活检中的临床应用价值,并分析并发症情况。材料和方法:回顾性分析资料完整的72例CT引导下胸部穿刺活检病例,所用的活检器材均为20G切割式穿刺活检针。纵隔病变5例,胸膜病变5例,肺部病变62例。统计穿刺活检诊断准确性,恶性病变诊断敏感性、特异性,分析并发症及其影响因素。结果:穿刺活检病理诊断为恶性病变58例,良性病变8例,非特异性诊断6例,后均经手术切除、临床治疗或随访证实。穿刺活检诊断准确率95.8%(66/72),恶性病变诊断敏感性95.1%(58/61),特异性为100%(11/11),无假阳性病例。6例(8.3%)发生并发症:气胸4例,肺泡出血1例,少量咯血1例。结论:采用20G切割式穿刺活检针进行CT引导下经皮胸部穿刺活检准确率高、并发症少,具有较高的临床价值。  相似文献   

侧向刚度对高位拱式转换层结构抗震性能的影响   总被引：1，自引：0，他引：1  

梁炯丰  杨泽平  李建海 《世界地震工程》2010,26(2)

通过分析指出了等效刚度比对高位拱式转换层结构抗震性能的影响.等效侧向刚度比对结构的自振周期及上部结构的振型曲线影响不大,而对结构的绝对位移和层间位移角影响较大;等效侧向刚度比为0.8～1.2较合适.除此之外,还应使转换层本层的侧向刚度与转换层相邻上一层的侧向刚度比大于0.6.  相似文献   

仰坡坡度对隧道洞口段动力响应的影响分析          下载免费PDF全文

王丽丽  吴志坚  梁庆国  孙文  王会娟 《地震工程学报》2016,38(4):519-524

采用动力有限元数值模拟的方法,设置四种不同仰坡坡度的模型,沿隧道轴向方向输入地震波,探究隧道洞口段及仰坡在不同仰坡坡度影响下的动力响应,并通过对无隧道通过的纯边坡模型与相同条件下有隧道通过的边坡模型的动力响应进行对比分析,研究隧道的存在对坡面动力响应的影响。研究结果表明:(1)由于临空面的存在,隧道洞口段的位移与加速度具有明显的放大效应。不同坡度模型的位移峰值皆位于y=0m断面的拱顶处,在距洞口y=40m后的各控制点位移差值迅速减小。(2)随着仰坡坡度的增加,同一断面处隧道的位移值随之增加,洞口段的截面变形也随之增大。(3)当坡度α≥60°时,坡面位移随着坡面高程的增加而增大;当坡度α60°时,坡面位移随着坡面高程的增加先增大后减小,在0.4~0.6倍坡高处达到最大,即随着坡度的增加,坡面的位移峰值也就越靠近坡顶。(4)隧道的存在对于坡面的稳定性有重要影响,这种影响在洞口附近尤为明显。  相似文献   

肾上皮样血管平滑肌脂肪瘤影像表现及病理对照          下载免费PDF全文

张福康  梁文  陈菲菲  全显跃  刘真喜 《CT理论与应用研究》2016,25(1):119-128

目的:探讨肾上皮样血管平滑肌脂肪瘤(EAML)的影像学特征及病理学特点,提高对该疾病的认识。材料和方法:回顾性分析2008年1月至2014年4月间本院7例经手术病理证实为肾脏EAML的影像学表现及病理特点。结果:7个病例8个病灶,其中5个病灶部分突出肾轮廓外,2个病灶突入肾窦,1个病灶同时突出肾轮廓外及肾窦;CT平扫3例呈稍高密度,2例呈等密度,1例MRI呈稍长T1短T2;增强扫描2例病灶呈“快进快出”,2例呈“快进慢出”;5例见“皮质掀起征”,5例见“黑星征”,其中4例同时出现“皮质掀起征”及“黑星征”;2例病理有恶性表现。组织学表现:肿瘤主要由上皮样细胞、平滑肌、厚壁血管及脂肪组成。免疫组化:常表达肿瘤细胞S-100、瘤细胞Vim、HMB-45、HHF-35及CD34。结论:肾上皮样血管平滑肌脂肪瘤的影像学表现多样化,影像学表现难与其他疾病相鉴别,当肿瘤部分突出肾轮廓外或向肾窦内生长,CT平扫密度呈稍高或等密度应考虑有EAML可能。   相似文献   

湖南保靖X区页岩气储层“甜点”区地震资料非线性反演预测方法          下载免费PDF全文

梁国华  黄捍东  刘福义  符超  林中月  王向浩  杨亚迪  苗雨新  沈金松  张晓晨 《CT理论与应用研究》2016,25(3):299-310

针对湖南保靖地区地表覆盖层复杂、地下高陡构造多变、地震勘探资料信噪比低,以及页岩气储层与周围泥岩层波阻抗对比度小等特点,研究敏感测井曲线重构与优化处理、地震资料相控非线性反演和叠后地震属性流体检测的综合储层评价方法。通过对多条测线的地震资料反演和流体检测并与实钻井结果对比,获得了良好的地质效果,初步验证了所研究方法的有效性和实用性。   相似文献   

GEOMORPHIC FEATURES OF THE SHULE RIVER DRAINAGE BASIN IN QILIANSHAN AND ITS INSIGHT INTO TECTONIC IMPLICATIONS          下载免费PDF全文

SU Qi  YUAN Dao-yang  XIE Hong  SHAO Yan-xiu  LIANG Ming-jian. Lanzhou Institute of Seismology  China Earthquake Administration  Lanzhou  China  . Lanzhou National Observatory of Geophysic 《地震地质》2016,38(2):240-258

Because of the strong uplift of the Qilian Shan since late Cenozoic,the drainage basins that are derived from the mountains have undergone strong tectonic deformation.So the typical geomorphology characteristics of these drainage basins may indicate the strong tectonic movement in the region.For example,the Shule River drainage basin,which originates from the western part of the Qilian Shan owns unique geomorphology characteristics which may indicate the neotectonic movement. Stream networks of the Shule drainage basin extracted from the DEM data based on GIS spatial analysis technology are graded into five levels using Strahler classification method.Four sub-catchments,numbered 1,2,3 and 4 are chosen for detailed analysis.Furthermore,the four sub-catchments,the hypsometric integral curves,Hack profiles,SL index and average slope of the Shule drainage basin are determined by GIS tools.In addition,we analyzed the slope spectrum of the Shule drainage basin. The average elevation of the Shule drainage basin is very high,however,the slope of the drainage basin is very low,the gentle slope occupies so large area proportion that the slope spectrum shows a unimodal pattern and a peak value is in low slope region (0°~5°),so tectonic movement has a strong influence on the drainage basin.Under the intensive impact of the tectonic movement of the active fault and regional uplift,the hypsometric integral curve is sigmoid,revealing that the Shule drainage basin is in the mature stage.The Hack profile is on a convex,the longitudinal profile is best fitted by linear fitting and the abnormal data of the SL index of the Shule River has a good fit with the section through which the active fault traverses,that means the tectonic movement of the active fault has strong influence on the river's SL index.It is worth noting that lithologic factors also have great impact on the river geomorphology in some sections. According to the above analysis,we recognize that in the interior of active orogen,the evolution of river geomorphology usually is influenced by tectonic movement and reveals the regional neotectonics in turn.  相似文献   

THE RESEARCH OF THE SEISMOGENIC STRUCTURE OF THE LUSHAN EARTHQUAKE BASED ON THE SYNTHESIS OF THE DEEP SEISMIC DATA AND THE SURFACE TECTONIC DEFORMATION          下载免费PDF全文

WANG Lin  ZHOU Qing-yun  WANG Jun  LI Wen-qiao  ZHOU Lian-qing  CHEN Han-lin  SU Peng  LIANG Peng 《地震地质》2016,38(2):458-476

The seismogenic structure of the Lushan earthquake has remained in suspensed until now. Several faults or tectonics, including basal slipping zone, unknown blind thrust fault and piedmont buried fault, etc, are all considered as the possible seismogenic structure. This paper tries to make some new insights into this unsolved problem. Firstly, based on the data collected from the dynamic seismic stations located on the southern segment of the Longmenshan fault deployed by the Institute of Earthquake Science from 2008 to 2009 and the result of the aftershock relocation and the location of the known faults on the surface, we analyze and interpret the deep structures. Secondly, based on the terrace deformation across the main earthquake zone obtained from the dirrerential GPS meaturement of topography along the Qingyijiang River, combining with the geological interpretation of the high resolution remote sensing image and the regional geological data, we analyze the surface tectonic deformation. Furthermore, we combined the data of the deep structure and the surface deformation above to construct tectonic deformation model and research the seismogenic structure of the Lushan earthquake. Preliminarily, we think that the deformation model of the Lushan earthquake is different from that of the northern thrust segment ruptured in the Wenchuan earthquake due to the dip angle of the fault plane. On the southern segment, the main deformation is the compression of the footwall due to the nearly vertical fault plane of the frontal fault, and the new active thrust faults formed in the footwall. While on the northern segment, the main deformation is the thrusting of the hanging wall due to the less steep fault plane of the central fault. An active anticline formed on the hanging wall of the new active thrust fault, and the terrace surface on this anticline have deformed evidently since the Quaterary, and the latest activity of this anticline caused the Lushan earthquake, so the newly formed active thrust fault is probably the seismogenic structure of the Lushan earthquake. Huge displacement or tectonic deformation has been accumulated on the fault segment curved towards southeast from the Daxi country to the Taiping town during a long time, and the release of the strain and the tectonic movement all concentrate on this fault segment. The Lushan earthquake is just one event during the whole process of tectonic evolution, and the newly formed active thrust faults in the footwall may still cause similar earthquake in the future.  相似文献   

青藏高原可可西里卓乃湖溃堤成因及其影响分析   总被引：8，自引：5，他引：3  

刘宝康  李林  杜玉娥  梁天刚  段水强  侯扶江  任继周 《冰川冻土》2016,38(2):305-311

受青藏高原暖湿化趋势的影响,近年来高原湖泊水位普遍上涨,湖泊溃堤时有发生.利用青藏高原可可西里卓乃湖、库赛湖、海丁诺尔湖和盐湖所在区域的TM（ETM+）等历史文献数据和环境减灾卫星（HJ1A/B） CCD数据,结合五道梁气象站气温、降水资料,分析了卓乃湖周边湖泊面积变化情况.结果表明：1961-2014年近54 a来,可可西里地区持续增加的降水是卓乃湖溃堤的基础,2011年8月22日之前的两次强降水过程和之后的持续降水是导致卓乃湖湖水大量外泄,并最终溃堤的主要原因;溃堤前的两次地震可能对卓乃湖的湖盆结构产生了一定的影响,从而加速了溃堤过程.溃堤导致湖岸线退缩,并产生大片的沙化土地,恶化了藏羚羊的产仔环境,对周边草地生态环境和重大工程设施产生了不利影响.  相似文献   

含有硬包裹体分布的非均质岩石水力压裂特性研究     

李明  郭培军  梁力  李鑫 《岩土力学》2016,37(11):3130-3136

基于完全流-固耦合的弹塑性理论给出了水力压裂数值计算的弥散裂缝模型,其中材料的弹性部分采用线弹性本构关系,塑性部分采用摩尔-库仑破坏准则及强化准则。依据当前的有效应力状态修正渗透系数来模拟压裂液在裂缝中的流动。渗透系数的修改使用双曲正切函数,并采用平均有效应力作为水力裂缝的起裂判据。在ABAQUS软件中通过用户自定义程序添加了该模型。根据岩石的切面照片建立了含有硬包裹体分布的非均质岩石的有限元计算模型,模拟了中心点注水条件下的水力压裂传播过程,讨论了在常应力状态下非均质岩石中开裂区域、典型位置的应力路径变化和裂缝传播范围随时间变化的特点。进行了多种条件下含有硬包裹体分布的岩石材料的数值试验,得出了基岩材料的弹性模量、凝聚力和渗透系数以及注水速率对峰值注水压力、平均注水压力和裂缝开度的影响规律。  相似文献