波致海底缓倾角无限坡滑动稳定性计算分析探讨

波浪作用下海底无限坡滑动稳定性计算的极限平衡法中,忽略了坡体水平向应力状态的影响,为此,针对波浪作用下海底缓倾角无限边坡的特点,提出直接基于滑动面处土体应力状态的滑动稳定性计算方法(简称应力状态法),并分析了其适用范围。对具体算例的分析表明,应力状态法计算得出的安全系数大于极限平衡法的安全系数,且随着滑动面深度的增加、土体泊松比以及边坡坡角的增大,两种计算方法得出的安全系数的差异会逐渐增大;对于波浪作用下的海底缓倾角无限边坡,在失稳时极可能沿具有一定厚度的滑动带而不是单一的滑动面而滑动,且波致最大剪应力所在的深度,常常不是斜坡体最易失稳滑移的深度。     

对地震图像进行保边滤波的非线性各向异性扩散算法

地震资料的噪音消除是地震资料处理的一个重要步骤,以往的地震资料滤波,都容易伤害地震资料的高频信号.原始地震图像属于线形纹理图像,地震同相轴表现为线条结构.基于偏微分方程的非线性各向异性扩散技术通过结构张量的特征向量控制扩散方向,利用扩散张量的特征值控制特征方向上的扩散量,对原始地震图像进行图像平滑处理,增强具有一致性的同向轴及其所反映的重要地质结构.     

求解二次方程的二维VTI介质qSV波和qSH波走时快速扫描算法

地震波走时计算在观测系统设计、偏移成像、速度模型走时反演和地震定位等方面起到重要作用.各向异性广泛存在于地球介质中,影响地震波传播的振幅和走时,忽略各向异性的影响将对成像、反演以及地震定位等造成一定的误差.因此对于高分辨率成像和反演,走时计算中考虑各向异性十分重要.快速扫描法不需要存储和追踪波前面信息,在各向异性初至波...     

A nonlinear inversion of InSAR-observed coseismic surface deformation for estimating variable fault dips in the 2008 Wenchuan earthquake

Satellite Interferometric Synthetic Aperture Radar (InSAR) is playing an increasingly important role in the observation of coseismic surface deformation caused by earthquakes, and has been used to invert for subsurface fault structure and reveal earthquake source mechanisms. However, the mapping of complex non-planar or curved (e.g., listric-shaped) faults still remains a challenging task due to variable dips along the underground depth and the impenetrability of the deep crust. Here, we develop a set of new inversion algorithms to determine the listric fault geometry with InSAR- and GPS-observed surface deformation as the significant constraints. The fault surface with variable dip angles is discretized into consecutive sub-fault layers along the down-dip direction. A nonlinear iteration algorithm is used to minimize the objective function to determine the dip angle for each sub-fault layer. The proposed method is first tested using synthetic data to show its effectiveness for retrieval of varying fault geometry dips, and then applied to the 2008 Mw 7.9 Wenchuan earthquake that ruptured the Yingxiu-Beichuan fault for over 320 km along the southwest-northeast strike. The inversion shows that the dip angle of the seismogenic fault is up to 76° near the surface layer, and gradually decreases along the down-dip direction. A significant decrease in dip occurs within the depths of 6–15 km with a dip of 32° at a depth of 15 km. The dip angle decreases to 2° at a depth of 20 km, and finally merges with the subparallel PengGuan fault, which is basically consistent with geological investigations and seismic waveform data inversion. Using the inferred fault geometry, the slip model associated with the event is estimated. Five high-slip concentrations along the strike of the Yingxiu-Beichuan fault are recognized. The inversion misfit of InSAR data is reduced to 7.1 cm with a significant improvement compared to previous studies.     

松辽盆地白垩系营城组隐伏火山机构物理模型和地震识别

将火山机构分为火山口-近火山口相 (CNCF)、近源相 (PF)和远源相 (DF)三个相带.露头揭示这三个相带的倾角范围为：CNCF-40～70°,PF-25～45°,DF-20～35°.这三个相带的裂缝线密度为：CNCF-10～30条/m,PF-3～25条/m,DF-2～11条/m.这三个相带的相干值的关系为：CNCF相似文献   

基于微水试验倾斜承压含水层水文地质参数的推估

为了准确的推估出倾斜承压含水层的水文地质参数,有必要考虑倾角对于参数推估的影响.通过建立倾斜承压含水层微水试验的数学模型,利用理论和现场试验数据分析方法,得出倾角对导水系数等水文地质参数推估的影响.结果表明:低渗透条件下,倾角越大非振荡水位恢复速度越快;高渗透条件下,倾角越大振荡水位振幅越大.储水系数越大倾角上限越小,倾角影响越明显,而倾角上限对于导水系数的变化不敏感.根据该结论建立了无因次储水系数和倾角界限之间的经验方程,用于预测倾角是否会影响水文地质参数的推估.当实测倾角大于倾角上限时,倾角影响不可以被忽略,忽略倾角会导致导水系数估值偏高,储水系数估值偏低.      

基于倾角中值滤波法的浅层反射地震叠前信噪分离技术

浅层反射地震资料中面波一般比较发育,对有效信号形成干扰,现有压制面波等相千干扰的处理手段主要适用于中深部、深部地震勘探,但并不适用于浅层反射地震资料的处理。为此提出了倾角中值滤波法。该方法是基于叠前地震单炮道集上反射波与强线性干扰在￡吨域视速度上的差异,在多组视倾角范围内,求取一个最佳视倾角,将最佳视倾角的振幅序列的中值视为相干干扰,利用“减去法”,达到信噪分离。通过模型与实际资料的处理,汪明该方法能够有效分离强线性干扰,并保留了强线性干扰的特性,提高了资料的信噪比,保真度高,是浅层高分辨率地震勘探的一种理想的叠前信噪分离技术。     

Physical Modeling of Landslide Mechanism in Oblique Thick-Bedded Rock Slope: A Case Study

The Jiweishan landslide illustrates the failure pattern of an apparent dip slide of an oblique thick-bedded rockslide. Centrifugal modeling was performed using a model slope consisting of four sets of joints to investigate the landslide initiation mechanism. Crack strain gauges pasted between the slide blocks and the base failed in sequence from the rear to the front as the centrifugal acceleration increased. When the acceleration reached 16.3g, the instantaneous failure of the key block in the front triggered the apparent dip slide of all blocks. The physical modeling results and previous studies suggest that the strength reduction in the weak layer and the failure of the key block are the main reasons for the Jiweishan landslide. The centrifuge experiment validated the previously proposed driving-blocks–key-block model of apparent dip slide in oblique with inclined bedding rock slopes. In addition, the results from limit equilibrium method and centrifuge test suggest that even though the failure of the key block in the front is instantaneous, a progressive stable–unstable transition exists.     

大斜度井中利用交叉分量快速反演井斜角

利用三维感应测井交叉分量之差响应曲线在边界附近的响应行为,建立了求解大斜度井中井斜角快速反演方法.响应曲线随真实垂直深度(TVD)变化的对数衰减率与随测量距离(MD)变化的对数衰减率与之比是井斜角的余弦函数,通过简单三角函数计算可快速反演井斜角.响应曲线形态规则,在层状各向异性地层中与垂直电导率无关,主要反映水平电导率反差造成的地层边界信息.因此本文的井斜角快速反演方法既适用于各向同性地层也适用于各向异性地层.我们考察了测井环境及仪器参数对响应曲线衰减率的影响以及衰减率估算偏差对井斜角反演精度的影响.数值模拟结果验证了该反演方法在大斜度井中的有效性和实用性.     

断层破裂面倾角变化对断陷盆地强地面运动的影响

地震事件中,断层破裂面的倾角大小直接影响到地表强地震动的分布状态,尤其在断陷盆地中,强地面运动特征还可能受到盆地结构及盆地内多条围限断层的影响.本文模拟了银川断陷盆地内的活动断层--银川隐伏断层南段发生M_w6.5特征地震时,断层破裂面倾角在30°~85°范围内变化时引起的强地面运动,探讨了断层破裂面倾角变化对盆地内强地面运动分布特征和强度的影响.结果表明:破裂面倾角较缓时,银川盆地内的强地面运动分布区域不仅仅决定于发震断层的产状,同时还受到断层上盘距离最近的芦花台断层的影响,致使强地面运动集中于两条断层所围限的区域;随着发震断层破裂面的倾角逐渐增大,强地面运动以发震断层产状的影响为主,强震集中区向发震断层靠近并分布于发震断层上盘,且沿断层走向方向出现了强度不同的地震动反射区;尤其是发震断层破裂面倾角接近垂直时,受银川盆地"西陡东缓"结构和盆地西边界贺兰山东麓断裂反射作用的影响,竖向地震动反射区强度在远离发震断层的西北方向明显增大,致使芦花台断层附近区域与银川断层南段上盘区域成为地震发生时可能遭受震害最严重的地区.本文探讨结果提醒我们在类似区域的活动断层附近进行建(构)筑规划和地震工程设计时,有必要考虑发震断层破裂面倾角大小和盆地内其它断层构造的共同影响,综合评价潜在地震对盆地内近断层地表及各类建(构)筑物的危害性.