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21.
湘黔渝毗邻区大地构造位置位于扬子陆块东南缘,发育有完整的南华纪沉积记录,同时也是我国南华纪“大塘坡式”沉积型锰矿的重要富集区。通过对区内南华系剖面的详细调查与研究,结合室内综合分析,应用“优势相”成图方法编制了南华纪早世、中世、晚世岩相古地理图件。研究表明:受Rodinia超大陆全球性裂解作用影响,南华纪时期扬子陆块东南缘发生广泛的裂解作用,形成武陵次级裂谷盆地和雪峰次级裂谷盆地,构成“堑-垒”式古地理格局,南华系是在这一背景下形成的“楔状”沉积体;划分出大陆相组、过渡相组和海相组三大沉积相组,识别出河流相、湖泊相、三角洲相、海岸相以及浅海陆棚相等沉积相及若干沉积亚相等。系列图件的编制恢复了南华纪时期的沉积盆地演化与古地理变迁,建立了沉积盆地演化模式,为区域上沉积型锰矿的预测与寻找提供了一定的沉积学依据。  相似文献   
22.
This paper reports on the results of an empirical evaluation that aimed to define the effectiveness and efficiency of different visual variables in depicting the Space–Time Cube’s (STC) content. Existing STC applications demonstrate that the most used visual variables are size and colour hue. Less is known, however, about their usability metrics. The research sets design criteria for STC contents, such as space–time paths, based on the cartographic design theory. The visual variables colour hue, colour value, colour saturation, size and orientation have been applied in two different use case studies. Besides, to support the three-dimensional visual environment, depth cues such as shading and transparency were considered too. User tests have been executed based on real-world problems with particular attention for the visualization strategy and data complexity. The outcomes revealed the most efficient and effective visual variables to represent data of various complexities in the STC.  相似文献   
23.
The cartographic representation of geographic phenomena in the space–time cube comes with special challenges and opportunities when compared with two-dimensional maps. While the added dimension allows the display of attributes that vary with time, it is difficult to display rapidly varying temporal data given the limited display height. In this study, we adapt 2D cyclic point symbols to construct 3D surfaces designed along a helical path for the space–time cube. We demonstrate how these complex?3D helical surfaces can display detailed data, including data reported daily over 100 years and data reported in four-hour intervals over a year. To create the point symbols, each value is plotted along the curve of a helix, with each turn of the helix representing one year or week, respectively. The model is modified by varying the radii from the time axis to all points using the attribute value, in these cases maximum daily temperature and four-hourly ridership, and then creating a triangulated surface from the resulting points. Using techniques common to terrain representation, we apply hue and saturation to the surface based on attribute values, and lightness based on relief shading. Multiple surfaces can be displayed in a space–time cube with a consistent time interval facing the viewer, and the surfaces or viewer perspective can be rotated to display synchronized variations. We see this method as one example of how cartographic design can refine or enhance operations in the space–time cube.  相似文献   
24.
A simplified method with a dynamic Winkler model to study the seismic response of composite caisson–piles foundations (CCPF1) is developed. Firstly, with the dynamic Winkler model, the kinematic response of the CCPF subjected to vertically propagating seismic S-wave is analyzed by coupling the responses of caisson part and pile part. Secondly, a simplified model for the foundation–structure system is created with the structure simplified as a lumped mass connected to the foundation with an elastic column, and through the Fast Fourier Transformation (FFT) this model is enabled to solve transient seismic problems. Thirdly, the proposed method for the seismic response of CCPF-structure systems is verified by comparison against 3D dynamic finite element simulation, in which the Domain Reduction Method (DRM2) is utilized. Lastly, the mechanism and significance of adding piles in improving the earthquake resistance of the foundation and structure is analyzed through an example with different soil conditions. Discovered in this study is that adding piles under the caisson is an efficient way to increase seismic resistant capability of the soil–foundation–structure system, and the main mechanism of that is the elimination of the pseudo-resonance.  相似文献   
25.
不同荷载条件下冻土融化沉降过程试验研究   总被引:2,自引:1,他引:1  
融沉是困扰多年冻土区工程建设与安全运营的关键因素之一。通过室内试验,针对两种初始干密度不同的青藏粉质黏土,在-8~24 ℃之间正弦波动的周期温度边界条件下,分别开展了无荷载、静荷载及动荷载作用下冻结饱和试样的融沉试验(试样的初始温度为-1 ℃),研究了试样内部温度、变形、孔隙水压力的时间变化过程。结果表明:温度边界相同时,在不同荷载作用下试样内部温度响应过程差异显著,反映了荷载对冻土融化速率的影响。在无荷载作用下,试样的竖向变形呈线性发展趋势,每次冻融过程中的融沉变形变化不大。在静荷载和动荷载作用下,试样的竖向变形呈先快速增加后逐渐稳定的趋势,且融化沉降变形主要发生在前3~4个冻融循环过程。试验结束时,在静、动荷载作用下试样最终变形量大于无荷载作用下,且干密度较小时竖向变形较大。在动荷载作用下,试样内部孔隙水压力变化幅度大于静荷载,且在前3次冻融循环过程中,动荷载作用下试样内部孔隙水压力消散数值大于静荷载,之后随着冻融循环次数的增加两者差异逐渐减小。试样融沉变形过程与温度变化、孔隙水压力的积累和消散过程密切相关。试验结果可为复杂边界条件下融化固结理论研究和工程中地基土体的融沉变形预测提供依据。  相似文献   
26.
作为大地测量的一种新兴空间技术,合成孔径雷达干涉(synthetic aperture radar interferometry, InSAR)具有全天时、高精度、大范围和速度快的优点,逐渐被应用于多年冻土区地表形变监测中。通过综述多年冻土形变原理及InSAR监测多年冻土形变的应用实例,研究表明:在气候变暖的背景下,多年冻土区地表年际形变以下沉为主,多年冻土上限附近地下冰含量的大小是影响年际形变量的主要因素;活动层内土壤含水量影响着地表季节形变量的大小,不同类型多年冻土区的地表年际形变量和季节形变量存在着较大的差异。研究还表明,不同波长的SAR产品在不同类型多年冻土区的适用性不同,下垫面特征对利用InSAR获取地表形变量有较大影响,L波段的SAR数据在植被覆盖度较好的区域有更好的效果。由于InSAR的失相干问题,加之目前还缺少长时间、多类型、高频率的实测形变结果作为验证和标校数据,获取准确且连续的大范围形变数据较为困难。针对目前寒区研究需求,布设野外长期观测站点,建立适用于不同多年冻土区的地表形变反演算法,构建具有较高精度和较高时空分辨率的地表形变数据集具有重要的实践和科学意义。  相似文献   
27.
Although antimony (Sb) and arsenic (As) exhibit similar geochemical behavior and toxicity in the environment, growing evidence suggests that their water–rock interaction behavior in contaminated rivers is quite different. Twenty-nine river water samples were collected between September and November 2018 from contaminated rivers around an antimony mine in Hunan Province, China. The concentrations of As and Sb were inversely proportional to the water flow distance. The rates and magnitudes of Sb decrease were more prominent than those of As. Silicate mineral dissolution from rocks such as silicified limestone increased the As and Sb concentration of in-mine-district (IMD) water. Dissolution of carbonate minerals, ion exchange, and competitive adsorption were the major water–rock interactions, resulting in rapidly decreasing As and Sb concentration in IMD direct impacted water and IMD indirect impacted water. The behaviors of As and Sb during water–rock interaction were dissimilar for areas dominated by carbonate and silicate minerals.  相似文献   
28.
Here we reconstruct the last advance to maximum limits and retreat of the Irish Sea Glacier (ISG), the only land-terminating ice lobe of the western British Irish Ice Sheet. A series of reverse bedrock slopes rendered proglacial lakes endemic, forming time-transgressive moraine- and bedrock-dammed basins that evolved with ice marginal retreat. Combining, for the first time on glacial sediments, optically stimulated luminescence (OSL) bleaching profiles for cobbles with single grain and small aliquot OSL measurements on sands, has produced a coherent chronology from these heterogeneously bleached samples. This chronology constrains what is globally an early build-up of ice during late Marine Isotope Stage 3 and Greenland Stadial (GS) 5, with ice margins reaching south Lancashire by 30 ± 1.2 ka, followed by a 120-km advance at 28.3 ± 1.4 ka reaching its 26.5 ± 1.1 ka maximum extent during GS-3. Early retreat during GS-3 reflects piracy of ice sources shared with the Irish-Sea Ice Stream (ISIS), starving the ISG. With ISG retreat, an opportunistic readvance of Welsh ice during GS-2 rode over the ISG moraines occupying the space vacated, with ice margins oscillating within a substantial glacial over-deepening. Our geomorphological chronosequence shows a glacial system forced by climate but mediated by piracy of ice sources shared with the ISIS, changing flow regimes and fronting environments.  相似文献   
29.
控制边坡在冻融循环中的劣化作用,可保障季节冻土区域膨胀土边坡长期稳定。为确定土工格栅对膨胀土边坡在冻融循环过程中的稳定效果与工程意义,本文开展了膨胀土边坡模型试验,对比冻融过程中边坡内土压力、含水率、位移、温度变化。结果表明:土工格栅可约束膨胀土冻融裂缝,使裂缝发育更为均匀一致,同时减小边坡位移;加筋材料能抑制边坡水分迁移与热传导并减小土压力变化;对膨胀土边坡加筋处理可显著降低含水率波动幅值,从而减小膨胀土受含水率变化引发的胀缩劣化;不同于普通黏土,膨胀土边坡冻融循环中呈现冻缩融胀特点,而边坡加筋可有效提升冻土区膨胀土边坡的冻融稳定性,具有工程应用价值。  相似文献   
30.
为探究冻融循环条件下初始含水率对膨胀土偏应力-应变关系和剪切特性的影响,本文对不同初始含水率的非饱和膨胀土进行了不固结不排水三轴剪切试验。结果表明:1)非饱和膨胀土的偏应力-应变曲线的形式随含水率增大由应变软化逐渐转变为应变硬化,偏应力峰值随含水率增大而降低;2)非饱和膨胀土的抗剪强度随初始含水率的增加呈线性下降趋势;3)非饱和膨胀土在第1次冻融循环后偏应力及抗剪强度大幅度下降,在3~7次冻融循环后达到稳定。初始含水率是影响非饱和膨胀土力学性质的主要原因。  相似文献   
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