基于射线追踪的成像域走时层析反演及其应用          下载免费PDF全文

张子良  李振春  张凯  胡博凯  祝柏航 《CT理论与应用研究》2017,26(1):27-34

层析成像是现今地震勘探开发处理中的常用手段,针对传统走时层析反演中角度覆盖问题,利用正则化约束加以解决,利用角道集的拾取拟合来判断实验模型的准确性,同时,不再利用原始炮记录拾取剩余时差,利用深度残差与走时残差的线性关系提高走时残差的拾取精度。以三层洼陷模型和实际资料进行试算,结果表明:本方法可以较好地反演更新偏移速度场,得到更精确的偏移成像结果,对于小尺度地质构造可以精细刻画。   相似文献   

CARE Dose 4D技术联合低kV及低剂量对比剂在MSCT头颈CTA应用          下载免费PDF全文

梁洪生  陈进军  陈小宇  梁宇豪  欧剑扬  马关华 《CT理论与应用研究》2017,26(5):605-612

目的:探讨128层螺旋CT头颈部血管成像(CTA)应用CARE Dose 4D技术联合低剂量对比剂优化扫描方案的可行性及价值。方法:前瞻性选取接受头颈部血管成像检查的60例患者,随机分为对照组(A组)和双低剂量组(B组),每组各30例。对照组(A组)管电压120 kV,采用CARE Dose 4D技术参考管电流120 mA,对比剂用量65 mL;双低剂量组(B组)管电压80 kV,采用CARE Dose 4D技术参考管电流120 mA,对比剂用量45 mL。测量双侧颈总动脉、双侧颈内动脉及双侧大脑中动脉M1段CT值、噪声、信噪比(SNR)进行客观图像质量评价。由两名高年资主治医师采用双盲法进行图像质量评分评价。对比A组与B组间辐射剂量。结果:两名主治医师对动脉图像量质评分的一致性较高(Kappa=0.782,P<0.05)。两组动脉图像质量评分、SNR比较,差异无统计学意义(P>0.05)。双低剂量组各动脉强化CT值均高于对照组;双低剂量组容积CT剂量指数、剂量长度乘积和有效剂量均明显低于对照组;差异均具有统计学意义(P<0.05)。结论:128层MSCT头颈血管成像应用低kV及CARE Dose 4D技术联合低剂量对比剂扫描方案,不仅辐射剂量降低68%,同时造影剂用量降低30.7%,降低对比剂危害风险并节省费用,保证诊断图像质量值得临床推广。   相似文献   

Variations in the dynamic response of structures founded on piles induced by obliquely incident SV waves     

Cristina Medina  Guillermo M. Álamo  Juan J. Aznárez  Luis A. Padrón  Orlando Maeso 《地震工程与结构动力学》2019,48(7):772-791

Although the seismic actions generally consist of a combination of waves, which propagates with an angle of incidence not necessarily vertical, the common practice when analyzing the dynamic behavior of pile groups is based on the assumption of vertically incident wave fields. The aim of this paper is to analyze how the angle of incidence of SV waves affects the dynamic response of pile foundations and piled structures. A three-dimensional boundary element-finite element coupling formulation is used to compute impedances and kinematic interaction factors corresponding to several configurations of vertical pile groups embedded in an isotropic homogeneous linear viscoelastic half-space. These results, which are provided in ready-to-use dimensionless graphs, are used to determine the effective dynamic properties of an equivalent single-degree-of-freedom oscillator that reproduces, within the range where the peak response occurs, the response of slender and nonslender superstructures through a procedure based on a substructuring model. Results are expressed in terms of effective flexible-base period and damping as well as maximum shear force at the base of the structure. The relevance and main trends observed in the influence of the wavefront angle of incidence on the dynamic behavior of the superstructure are inferred from the presented results. It is found that effective damping is significantly affected by the variations of the wave angle of incidence. Furthermore, it comes out that the vertical incidence is not always the worst-case scenario.  相似文献   

轨道交通典型隔振屏障隔振效果模型试验研究     

刘晶磊  张瑞恒  赵晓玉  刘恒  赵倩  王奥运 《地震工程与工程振动》2019,39(1):231-241

为了研究轨道交通中几种典型隔振屏障的隔振效果,本文通过室外模型试验,以振动加速度级作为振动评价标准,对其做出分析并给出相应评价。结果表明:(1)土体振动主要是由中低频振动波引起的;(2)对比分析几种典型连续隔振屏障的隔振效果:空沟>地下连续墙>碎石填充沟>橡胶填充沟;综合考察几种非连续隔振屏障得出:混凝土桩的隔振效果优于隔振井;隔振效果优劣比较为:混凝土实心桩>混凝土空心桩>PVC空井>碎石填充井>橡胶填充井;(3)对于单排混凝土空心桩,空心率越大,隔振效果相对越差;空心桩内部形状的改变对隔振效果影响不大,外部形状的改变对隔振效果有一定程度影响,但效果不显著,且桩体外截面为方形时的隔振效果较圆形差。  相似文献   

基于FLAC3D路桥不稳定边坡治理工程的动力响应研究          下载免费PDF全文

赵金  吴红刚  杨涛 《世界地震工程》2019,35(3):177-185

抗滑桩广泛应用于边坡支护工程,但路桥不稳定边坡抗滑桩对其进行加固时,其在地震作用下的动力响应问题仍未定论。以道真至瓮安高速公路河槽大桥不稳定边坡治理工程为依托,以SIMQKE_GR软件拟合地震设计反应谱,利用FLAC3D有限差分软件建立数值模型,对比地震作用下抗滑桩等支挡结构设立与否对路桥不稳定边坡的动力响应变化规律的影响。结果表明:（1）加速度放大系数无论是沿坡内还是抗滑桩,其值沿竖向均存在一定的震荡变化,但在抗滑桩支护情况下,其震荡幅度明显变小,加速度放大系数变化更平稳。（2）速度放大系数随着高度的增加逐渐减小,未加抗滑桩时速度放大系数在顶层附近出现大幅度波动,添加了抗滑桩的情况下其震荡幅度明显趋缓,变化更稳定。（3）坡体在施加抗滑桩后,治理效果明显,残余位移最大值由无抗滑桩的16.9 cm变为有抗滑桩的1 cm,但最大值均位于边坡表层碎石土和粉质黏土附近。  相似文献   

供水管网震后功能快速修复决策研究          下载免费PDF全文

贺金川  谢孝奎    郑山锁    郑淏    蔡永龙    龙立   《世界地震工程》2019,35(4):001-10

突发地震灾害下,城市供水管网往往不可避免地会发生不同程度的破坏而导致城市供水功能的失效,对人们的生产生活产生了严重影响,快速对震后城市供水管网进行科学合理的功能修复,对于降低地震灾害损失具有重要意义。本文以城市供水管网为对象,针对震后管网系统功能评价及快速修复决策等问题进行了研究。在中国点式渗漏模型的基础上,采用基于破坏概率的渗漏面积计算方法,建立了考虑地震破坏随机性的管线渗漏流量计算模型;针对震后破坏管线展开了水力分析,并提出了以节点水头损失比为指标的节点服务性能失效状态量化方法;进而建立了震后管线的修复决策模型以及功能修复费用模型。研究成果可为震后功能修复工作中管线修复顺序及修复方案的优选提供科学依据,可显著提高震后应急救灾效率,实现城市供水功能的快速修复。  相似文献   

Impacts of different vegetation restoration options on gully head soil resistance and soil erosion in loess tablelands     

Mingming Guo  Wenlong Wang  Tianchao Wang  Wenxin Wang  Hongliang Kang 《地球表面变化过程与地形》2020,45(4):1038-1050

Vegetation restoration is identified as an effective approach to control soil erosion and affects soil detachment and resistance to concentrated flow on the Loess Plateau. However, the effects of vegetation restoration at gully heads in loess-tableland remains unclear. This study was performed to investigate the effects of nine vegetation restoration types at gully heads on soil detachment rate (Dr) and soil resistance to concentrated flow (i.e. soil erodibility, K_r and critical shear stress, τ_c). Undisturbed soil samples were collected from nine vegetation-restored lands and one slope cropland (as the control) and were subjected to a hydraulic flume to obtain Dr values of gully heads under six inflow discharges (0.5–3.5 L s^-1). The results showed that the Dr values of nine revegetated gully heads were 77.11% to 95.81% less than that of slope cropland, and the grassland dominated by Cleistogenes caespitosa and the shrubland dominated by Hippophae rhamnoides had a relatively greater decrease in Dr than those of other seven restoration types. The Dr value of nine revegetated gully heads could be better simulated by stream power than by flow velocity and shear stress and was also significantly affected by soil disintegration rate (positively), soil bulk density, saturated hydraulic conductivity, organic matter content, and water-stable aggregate stability (negatively). Additionally, roots with diameters of 0 to 0.5 mm showed a greater effect on Dr than those with larger diameters. Compared to cropland, the nine restored types reduced K_r by 76.26% to 94.26% and improved τ_c by 1.51 to 4.68 times. The decrease in K_r and the increase in τ_c were significantly affected by organic matter content, water-stable aggregate, mean weight diameter of aggregate and root mass density. The combination of grass species (Cleistogenes caespitosa) and shrub (Hippophae rhamnoides) could be considered the best vegetation restoration types for improving soil resistance of gully heads to concentrated flow. © 2019 John Wiley & Sons, Ltd.  相似文献   

可液化倾斜场地中桩基动力响应振动台试验研究   总被引：2，自引：1，他引：1       下载免费PDF全文

周恩全  伊思航  文艳  陆建飞 《地震工程学报》2020,42(3):732-741

为研究倾斜场地中桩基的动力响应,以2011年新西兰地震中受损的Dallington桥为原型,设计并完成可液化倾斜场地桥梁桩-土相互作用的振动台模型试验。试验再现了喷砂、冒水、地裂缝、场地流滑等宏观现象。试验结果表明,土层足够的液化势及惯性是造成倾斜场地侧向流滑的必要条件;浅层土相比深层土更易液化,液化层中的加速度由下至上呈现逐渐衰减的趋势,而未液化砂土层却表现为逐渐增大的特征;深部测点的桩侧土压力明显大于浅部测点,且土体的液化会弱化土对结构的压力;结构应变最大值位于上部桥台,而结构弯矩在桩身中部及土层分界面附近出现两个较大值,桩端嵌固及倾斜场地流滑是造成出现两个弯矩较大值的主要原因。  相似文献   

模型桩低应变反射波法曲线研究     

李巨文  王翀  林玮  冯震 《地震工程与工程振动》2006,26(3):252-256

根据基桩低应变检测的基本原理,对于大型模拟缺陷桩低应变反射波法曲线进行了分析,以便在解释反射波法曲线时作为借鉴,提高基桩质量检测的可靠度。  相似文献   

Load–Deflection response of transversely isotropic piles under lateral loads     

J. Han  J. D. Frost 《国际地质力学数值与分析法杂志》2000,24(5):509-529

In general, pile materials are assumed to be isotropic during the analysis of the load–deflection response of piles under lateral loads. However, commonly used materials such as reinforced concrete and timber as well as potentially promising new pile materials such as fiber reinforced polymers are typically transversely isotropic materials. Experimental studies have shown that transversely isotropic materials have a high ratio of section longitudinal modulus to the section in‐plane shear modulus (E_zz/G_xz) compared to the value for isotropic materials. The high modulus ratio leads to a more significant shear deformation effect in beam bending. To account for the shear deformation effect, the Timoshenko Beam Theory has been adopted in deriving the solutions for the load–deflection response of transversely isotropic piles under lateral loads instead of the Classical (Euler–Bernoulli) Beam Theory. The load–deflection responses depend on the shear effect coefficient, the lateral soil resistance, the embedment ratio, and the boundary conditions. The deflection of the pile, if the shear deformation effect is considered, is always larger than if it is neglected. Copyright © 2000 John Wiley & Sons, Ltd.  相似文献