泉州盆地地震效应特征的一维等效线性和二维非线性分析的比较     

董菲蕃  陈国兴  金丹丹 《地震学刊》2014,(2):154-160

采用等效线性动粘弹性模型描述土的动力非线性特性,基于一维等效线性波传法,对泉州盆地地震效应进行了分析;同时,采用修正Martin-Seed-Davidenkov动粘弹塑性模型描述土的动力非线性特性,对泉州盆地非线性地震效应进行了大尺度二维精细化有限元分析,研究了地形地貌和土层横向不均匀性对地震效应的影响。将两种分析结果进行对比,结果表明：①随着基岩输入地震动强度增大,地表峰值加速度PGA放大效应总体呈现减小趋势,中震与小震、大震与小震的地表PGA放大系数之比依次为0.83~0.99、0.72~0.97;②该盆地Ⅲ类场地处,基岩、地表起伏不大,且土层横向分布较均匀,两种方法计算得到的地震效应特征类似;基岩或地表起伏剧烈、土层横向分布明显不均匀的Ⅱ类场地上,二维非线性分析给出的地表PGA放大系数明显大于一维等效线性结果,两种方法得到的地表加速度反应谱及PGA随土层深度的变化特征存在显著差异,二维非线性分析给出的地表加速度反应谱大多呈现双峰甚至多峰现象,且PGA在土层特定深度处存在聚集效应,使PGA随土层深度的变化呈现非单调性。  相似文献   

The influence of bedrock orientation on the landscape evolution,surface morphology and denudation (10Be) at the Niesen,Switzerland          下载免费PDF全文

Hannah Chittenden  Romain Delunel  Fritz Schlunegger  Naki Akçar  Peter Kubik 《地球表面变化过程与地形》2014,39(9):1153-1166

Landscape evolution and surface morphology in mountainous settings are a function of the relative importance between sediment transport processes acting on hillslopes and in channels, modulated by climate variables. The Niesen nappe in the Swiss Penninic Prealps presents a unique setting in which opposite facing flanks host basins underlain by identical lithologies, but contrasting litho‐tectonic architectures where lithologies either dip parallel to the topographic slope or in the opposite direction (i.e. dip slope and non‐dip slope). The north‐western facing Diemtigen flank represents such a dip slope situation and is characterized by a gentle topography, low hillslope gradients, poorly dissected channels, and it hosts large landslides. In contrast, the south‐eastern facing Frutigen side can be described as non‐dip slope flank with deeply incised bedrock channels, high mean hillslope gradients and high relief topography. Results from morphometric analysis reveal that noticeable differences in morphometric parameters can be related to the contrasts in the relative importance of the internal hillslope‐channel system between both valley flanks. While the contrasting dip‐orientations of the underlying flysch bedrock has promoted hillslope and channelized processes to contrasting extents and particularly the occurrence of large landslides on the dip slope flank, the flank averaged beryllium‐10 (¹⁰Be)‐derived denudation rates are very similar and range between 0.20 and 0.26 mm yr^?1. In addition, our denudation rates offer no direct relationship to basin's slope, area, steepness or concavity index, but reveal a positive correlation to mean basin elevation that we interpret as having been controlled by climatically driven factors such as frost‐induced processes and orographic precipitation. Our findings illustrate that while the landscape properties in this part of the northern Alpine border can mainly be related to the tectonic architecture of the underlying bedrock, the denudation rates have a strong orographic control through elevation dependent mean annual temperature and precipitation. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

海原断裂带中东段地貌差异及其成因探讨   总被引：2，自引：1，他引：1       下载免费PDF全文

陈涛  张会平  王伟涛 《地震地质》2014,36(2):449-463

以定量化地形因子为切入点的构造地貌学方法已成为活动构造研究的有效手段,被广泛用于定性或半定量解析地貌对新构造运动的响应及其演化过程。针对海原断裂带中东段现今地貌差异,以SRTM 90m分辨率DEM为基础,利用ArcGIS软件和Matlab程序脚本,提取了海原断裂带中东段高程、坡度、地形起伏、地形侵蚀以及河流陡峭系数等地形因子。从空间分布上看,上述各项地形因子沿断裂走向均呈现 “西高东低”的整体分布特征。西段海拔高、坡度陡、起伏大、侵蚀强、抬升快,中段和东段海拔低、坡度缓、起伏小、侵蚀弱、抬升慢,此外,在断裂带的东南尾端呈略微增加趋势,达到小范围内的峰值。在此基础上,通过对比分析地形因子与年降水量、基岩岩性,初步探讨了构造与降水、岩性等因素对地形地貌的控制作用,认为不同降水条件对地貌后期改造起显著作用,基岩岩性与现今地貌之间并无显著关系,该区域地貌类型主要受构造抬升差异所控制。沿断裂带走向上的现今地貌差异表明,西段处于相对快速的构造隆升和强挤压造山构造背景,中段由于受到黄河下切及河流冲积作用影响,地貌参数记录的抬升特征并不显著,而东段则反映出大型断裂带尾端挤压调整效应。  相似文献   

高密度电法三电位电极系装置勘察适用性研究     

李彬  庹先国  汪楷洋  张赓 《煤田地质与勘探》2015,43(1):86-90

为了对比分析高密度电法三电位电极系α、β和γ排列针对工程中常见的基岩面、充水断层以及充填型地下空洞等类型地质体适用性的差异,首先建立相关地电模型进行正演模拟计算,并对计算电阻率进行加噪二维反演,再以工程应用实例进行验证和进一步讨论。正演与实例对比结果表明:β排列在地形等干扰条件较小时对充水断层以及充填型地下空洞分辨能力较强;α排列为基岩面探测最理想装置,而当存在一定地形等干扰条件时,α、γ排列应分别为地下空洞和近直立断层勘探的最佳装置。   相似文献   

Modelling the bulk flow of a bedrock‐constrained,multi‐channel reach of the Mekong River,Siphandone, southern Laos     

Tri P. D. Van  Paul A. Carling  Peter M. Atkinson 《地球表面变化过程与地形》2012,37(5):533-545

The general nature of bulk flow within bedrock single‐channel reaches has been considered by several studies recently. However, the flow structure of a bedrock‐constrained, large river with a multiple channel network has not been investigated previously. The multiple channel network of the Siphandone wetlands in Laos, a section of the Mekong River, was modelled using a steady one‐dimensional hydraulic model. The river network is characterized by a spatially‐varying channel‐form leading to significant changes in the bulk flow properties between and along the channels. The challenge to model the bulk flow in such a remote region was the lack of ideal boundary conditions. The flow models considered both low flow, high inbank and overbank flows and were calibrated using SPOT satellite sensor imagery and limited field data concerning water levels. The application of the model highlighted flow characteristics of a large multi‐channel network and also further indicated the field data that would be required to properly characterize the flow field empirically. Important results included the observation that adjacent channels within the network had different water surface slopes for the same moments in time; thus calibration data for modelling similar systems needs to account for these significant local differences. Further, the in‐channel hydraulic roughness coefficient strongly varied from one cross‐section to the next (Manning's ‘n’ range: 0·01 to 0·10). These differences were amplified during low flow but persisted in muted form during high discharges. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

下卧基岩饱和地基中埋置刚性基础的竖向振动问题研究     

胡秀青  蔡袁强 《岩土力学》2009,30(12):3739-3746

基于Biot提出的饱和土波动方程,研究了埋置于单层饱和地基中的有质量的刚性圆柱基础的竖向振动问题。运用Hankel积分变换求解饱和土基本动力方程,并考虑基础与地基接触面的混合边值条件,求得了基础底面和基础侧面的动反力,结合基础振动的动力平衡方程,得到了基础竖向振动振幅和地基等效动力刚度的表达式。数值分析结果表明：下卧基岩饱和地基的等效动力刚度和基础振动振幅都呈现出明显的波动现象,土层厚度、基础埋深比、基础质量比对埋置基础的竖向振动有很大影响。  相似文献   

Implications of the saltation–abrasion bedrock incision model for steady‐state river longitudinal profile relief and concavity     

Leonard S. Sklar  William E. Dietrich 《地球表面变化过程与地形》2008,33(7):1129-1151

The saltation–abrasion model predicts rates of river incision into bedrock as an explicit function of sediment supply, grain size, boundary shear stress and rock strength. Here we use this experimentally calibrated model to explore the controls on river longitudinal profile concavity and relief for the simple but illustrative case of steady‐state topography. Over a wide range of rock uplift rates we find a characteristic downstream trend, in which upstream reaches are close to the threshold of sediment motion with large extents of bedrock exposure in the channel bed, while downstream reaches have higher excess shear stresses and lesser extents of bedrock exposure. Profile concavity is most sensitive to spatial gradients in runoff and the rate of downstream sediment fining. Concavity is also sensitive to the supply rate of coarse sediment, which varies with rock uplift rate and with the fraction of the total sediment load in the bedload size class. Variations in rock strength have little influence on profile concavity. Profile relief is most sensitive to grain size and amount of runoff. Rock uplift rate and rock strength influence relief most strongly for high rates of rock uplift. Analysis of potential covariation of grain size with rock uplift rate and rock strength suggests that the influence of these variables on profile form could occur in large part through their influence on grain size. Similarly, covariation between grain size and the fraction of sediment load in the bedload size class provides another indirect avenue for rock uplift and strength to influence profile form. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

布达拉宫西印经院地基应力特征与结构变形分析     

何满潮  韩雪  刘成禹  孙崇华  王树仁 《岩土力学》2007,28(2):283-287

世界各国在文物建筑保护领域形成共识的技术标准非常有限,而岩土工程研究与文物建筑保护研究的融合是目前斜坡岩体古建筑保护研究的一个发展方向。在世界文化遗产布达拉宫西印经院保护研究的过程中,采用岩土工程和结构工程技术手段,对红山岩体及结构主体进行调研和勘察,揭示了影响该文物建筑结构稳定的三个因素,即斜坡岩体地基非均质性、建筑物刚度具有较大差异性和结构荷载分布的不均匀性。进一步分析了地基中的应力分布特征,模拟研究了三个因素综合影响下的地基沉降及结构变形力学机制,为斜坡岩体古建筑的保护提供依据。  相似文献   

岩性不均一的灰岩风化壳发育特征——贵阳花溪剖面粒度分布特征的指示   总被引：3，自引：2，他引：1  

冯志刚  王世杰  孙承兴  刘秀明 《中国岩溶》2003,22(3):197-202

通过贵阳花溪夹泥质薄层的灰岩风化壳剖面的粒度分布特征的研究,结合矿物成分分析,揭示出岩性不均一的灰岩风化壳的发育特征: 灰岩作为剖面主体的成土母岩,风化早期,其以碳酸盐矿物的大量溶蚀及酸不溶物的残余积累为特征,同时方解石的溶解也延缓了酸不溶物的风化; 后期,随着易溶盐类消失殆尽,酸不溶物作为风化主体,开始了类似其它岩类的风化过程。而灰岩中的泥质薄层夹层,作为风化壳的次要组分,在灰岩风化过程中,由于存在巨大的体积缩小变化,泥质薄层被错断并被灰岩的风化产物所包裹,延缓了其风化发育进程。于是,各端元组分由于所处的微环境的差异,受风化溶液的影响程度不同,按照各自的风化方向和演化方式进行。随着风化程度不断增强,泥质薄片的包裹体分解,端元组分逐渐混合、趋同,风化壳趋于均质化,以统一的风化成土作用向表生稳定的矿物转变。   相似文献   

Factors affecting dominant peak-flow runoff-generation mechanisms among five neighbouring granitic headwater catchments     

Kenta Iwasaki  Masanori Katsuyama  Makoto Tani 《水文研究》2020,34(5):1154-1166

We examined how and why dominant peak-flow runoff-generation mechanisms differ among neighbouring headwater catchments. We monitored runoff and groundwater levels and performed terrain analyses in a granitic second-order catchment and its four neighbouring subcatchments in the Kiryu Experimental Watershed in Japan. Our analysis of lag times from peak rainfall to peak runoff suggests differences in the dominant peak-flow runoff-generation mechanisms among the five catchments. For two of the three zero-order catchments, with few perennial groundwater bodies, subsurface flow from hillslopes was the dominant mechanism at some events. However, the dominant mechanisms were channel precipitation and riparian runoff at almost all events in first- and second-order catchments and in the third zero-order catchment, which has a large perennial groundwater body over a bedrock depression in the riparian zone. In this zero-order catchment, the quick-flow ratio was the smallest of the five catchments because subsurface flow from the hillslope was buffered at the riparian zone. These facts suggest that the channel length, riparian buffering, and hillslope connectivity were the factors governing the different dominant peak-flow runoff-generation mechanisms among the catchments. Riparian buffering was affected, not only by surface topography, but also by bedrock topography and bedrock groundwater (BGW) dynamics. Our findings indicate that both of BGW dynamics and topography are important for catchment classification, and the relative importance of topography increases with the change from baseflow to stormflow. Furthermore, mismatching between a geographic source and a flow path resulted in different catchment classifications depending on the approach. Therefore, multiple approaches during both baseflow and stormflow periods are necessary for catchment classification to apply information obtained from one headwater catchment to other headwater catchments within the same region.  相似文献