Luminescence chronology of the Palaeolithic–Neolithic transition in the Yujiagou site at the Nihewan Basin,northern China     

Xue Rui  Yu‐Jie Guo  Jia‐Fu Zhang  Yue Hu  Hui‐Jie Mei  You‐Ping Wang  Fei Xie  Bo Li 《第四纪科学杂志》2019,34(2):125-137

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内蒙古甲乌拉铅锌银矿区岩浆岩年代学、地球化学特征及其对成矿的约束     

戴蒙  严光生  刘翠  邓晋福 《地学前缘》2016,23(5):266-280

内蒙古满洲里地区的甲乌拉铅锌银矿区的成岩、成矿事件及其相互关系目前仍有很大争议。文中对矿区内与成矿密切相关的石英斑岩、闪长玢岩开展详细研究。锆石SHRIMP U Pb年代学研究表明：矿区致矿侵入体之一石英斑岩形成于(129±4.8) Ma,成矿晚(或后)期的闪长玢岩形成于约(124±2.5) Ma;认为铅锌银等成矿作用应发生于(129±4.8)~(124±2.5) Ma,为早白垩世末期。岩石地球化学特征显示石英斑岩具有高硅、高钾、贫钙等特征,TAS图上属于亚碱性系列,硅铁镁图上属于钙碱系列,硅钾图上属于高钾钙碱系列。轻重稀土分馏明显,具有明显的负铕异常。相对富集大离子亲石元素(LILE),而亏损高场强元素(HFSE),且具有低Sr、高Y等特征。闪长玢岩同样展现出高钾、高铝、贫钙特征,TAS图上属于亚碱性系列,硅铁镁图上属于拉斑系列;轻、重稀土分馏明显,具明显负铕异常,但稀土总量较高;相对富集大离子亲石元素(LILE),亏损高场强元素(HFSE),同具有低Sr、高Y等特征。这些研究结果表明：石英斑岩具有火山弧的特征,主要来源于壳源的熔融;闪长玢岩具有活动大陆边缘弧的特征,主要来源于地幔的熔融,但经历了壳源的混染上述岩浆与甲乌拉的铅锌银矿;推测应为蒙古-鄂霍次克洋由俯冲向陆陆转换阶段产物。  相似文献   

Morphological response of a barrier island system on a catastrophic event: the AD 1634 North Sea storm          下载免费PDF全文

Mikkel Fruergaard  Aart Kroon 《地球表面变化过程与地形》2016,41(3):420-426

The AD 1634 North Sea storm is one of the most catastrophic storms along the Wadden Sea coast of Denmark. In this study we show how pre‐1634 storm morphology exerted a strong control on the resulting post‐storm coastal morphology. Erosional responses associated with the storm were barrier breaching, dune scarping and shoreface erosion and accretionary responses were washover deposition, shoreface healing and barrier‐island formation. Local sediment sources appeared to have a particularly strong influence on post‐storm coastal evolution and allowed a very rapid formation of a barrier shoal which resulted in several kilometres of coastal progradation. Sediment budgets suggest that formation of the barrier shoal was possible, but the sediment transport rates in the decades after the 1634 storm, must have been two to three times higher than present‐day rates. The study demonstrates that catastrophic storms are capable of moving large amounts of sediments over relatively short time‐periods and can create barrier shoals, whereas moderate storms mostly rework the shoal or barrier and create more local erosion and/or landward migration. Catastrophic storms substantially influence long‐term and large‐scale coastal evolution, and storms may positively contribute to the sediment budget and promote coastal progradation in coastal areas with longshore sediment convergence. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

A simple water balance model adapted for soil water repellency: application on Portuguese burned and unburned eucalypt stands   总被引：1，自引：0，他引：1       下载免费PDF全文

João Pedro Nunes  Maruxa Malvar  Akli Ait Benali  María Ermitas Rial Rivas  Jan Jacob Keizer 《水文研究》2016,30(3):463-478

Soil water repellency can impact soil hydrology, overland flow generation and associated soil losses. However, current hydrological models do not take it into account, which creates a challenge in repellency‐prone regions. This work focused on the adaptation for soil water repellency of a daily water balance model. Repellency is estimated from soil moisture content using site‐specific empirical relations and used to limit maximum soil moisture. This model was developed and tested using approximately 2 years of data from one long‐unburned and two recently burned eucalypt plantations in northern Portugal, all of which showed strong seasonal soil water repellency cycles. Results indicated important improvements for the burned plantations, with the Nash–Sutcliffe efficiency increasing from ?0.55 and ?0.49 to 0.55 and 0.65. For the unburned site, model performance was already good without the modification and efficiency only improved slightly from 0.71 to 0.74, mostly due to the better simulation of delayed soil wetting after dry periods. Results suggested that even a simple approach to simulate soil water repellency can markedly improve the performance of hydrological models in eucalypt forests, especially after fire. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

后压浆桩基础的承载力试验对比分析     

王端端  贾力  李国旗 《煤田地质与勘探》2013,41(3):38-41

结合陕西省高速公路工程某特大桥试验区4根试桩的应力测试结果,对比分析常规桩和后压浆桩的承载性能以及沉降量的变化情况。试验结果表明,在相同地质条件下,钻孔灌注桩桩端后压浆可以通过改善桩端和桩侧承载性能,从而提高单桩极限承载力,减小沉降,达到优化桩基础的目的。   相似文献   

Numerical study of a full‐scale six‐story reinforced concrete wall‐frame structure tested at E‐Defense     

Yousok Kim  Toshimi Kabeyasawa  Taizo Matsumori  Toshikazu Kabeyasawa 《地震工程与结构动力学》2012,41(8):1217-1239

A full‐scale shake table test on a six‐story reinforced concrete wall frame structure was carried out at E‐Defense, the world's largest three‐dimensional earthquake simulation facility, in January 2006. Story collapse induced from shear failure of shear critical members (e.g., short columns and shear walls) was successfully produced in the test. Insights gained into the seismic behavior of a full‐scale specimen subjected to severe earthquake loads are presented in this paper. To reproduce the collapse process of the specimen and evaluate the ability of analytical tools to predict post‐peak behavior, numerical simulation was also conducted, modeling the seismic behavior of each member with different kinds of models, which differ primarily in their ability to simulate strength decay. Simulated results showed good agreement with the strength‐degrading features observed in post‐peak regions where shear failure of members and concentrated deformation occurred in the first story. The simulated results tended to underestimate observed values such as maximum base shear and maximum displacement. The effects of member model characteristics, torsional response, and earthquake load dimensions (i.e., three‐dimensional effects) on the collapse process of the specimen were also investigated through comprehensive dynamic analyses, which highlighted the following seismic characteristics of the full‐scale specimen: (i) a model that is incapable of simulating a specimen's strength deterioration is inadequate to simulate the post‐peak behavior of the specimen; (ii) the torsional response generated from uniaxial eccentricity in the longitudinal direction was more significant in the elastic range than in the inelastic range; and (iii) three‐dimensional earthquake loads (X–Y–Z axes) generated larger maximum displacement than any other loading cases such as two‐dimensional (X–Y or Y–Z axes) or one‐dimensional (Y axis only) excitation. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   

Seismic retrofit of reinforced concrete frames using buckling‐restrained braces with bearing block load transfer mechanism          下载免费PDF全文

Kuan‐Yu Pan  An‐Chien Wu  Keh‐Chyuan Tsai  Chao‐Hsien Li  Hsen‐Han Khoo 《地震工程与结构动力学》2016,45(14):2303-2326

A new method of retrofitting reinforced concrete (RC) frames with buckling‐restrained braces (BRBs) to improve frame strength, stiffness and energy dissipation is proposed. Instead of typical post‐installed anchors, load is transferred between the BRB and RC frame through compression bearing between an installed steel frame connected to the BRB, and high‐strength mortar blocks constructed at the four corners of the RC frame. This avoids complex on‐site anchor installation, and does not limit the allowable brace force by the anchor strength. Cyclic displacements of increasing amplitudes were imposed on two RC frame specimens retrofitted with different BRB strength capacities. In one of the frames, the bearing blocks were reinforced with wire mesh to mitigate cracking. A third RC frame was also tested as a benchmark to evaluate the retrofit strength and stiffness enhancements. Test results indicate that the proposed method efficiently transferred loads between the BRBs and RC frames, increasing the frame lateral strength while achieving good ductility and energy‐dissipating capacity. When the bearing block was reinforced with wire mesh, the maximum frame lateral strength and stiffness were more than 2.2 and 3.5 times the RC frame without the BRB respectively. The BRB imposes additional shear demands through the bearing blocks to both ends of the RC beam and column member discontinuity regions (D‐regions). The softened strut‐and‐tie model satisfactorily estimated the shear capacities of the D‐regions. A simplified calculation and a detailed PISA3D analysis were shown to effectively predict member demands to within 13.8% difference of the measured test results. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   

Effects of Time‐Since‐Fire on Vegetation Composition and Structures in Semi‐Arid Perennial Grassland on the Loess Plateau,China          下载免费PDF全文

Gao‐Lin Wu  Ling‐Ping Zhao  Dong Wang  Zhi‐Hua Shi 《洁净——土壤、空气、水》2014,42(1):98-103

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How do sediment yields from post‐wildfire debris‐laden flows depend on terrain slope,soil burn severity class,and drainage basin area? Insights from airborne‐LiDAR change detection          下载免费PDF全文

Jon D. Pelletier  Caitlin A. Orem 《地球表面变化过程与地形》2014,39(13):1822-1832

We derived a high‐resolution, spatially continuous map of erosion and deposition associated with the debris‐laden flows triggered by the 2011 Las Conchas wildfire and subsequent rainstorms over a 197 km² area in New Mexico, USA. This map was produced using airborne‐LiDAR‐derived bare‐earth digital elevation models (DEMs) acquired approximately one year before and one year after the wildfire. Differencing of the pre‐wildfire and post‐wildfire‐and‐rainstorm bare‐earth DEMs yielded a DEM‐of‐difference (DoD) map that quantifies the magnitude of ground‐surface elevation changes due to erosion/deposition within each 1 m² pixel. We applied a 0.3 m threshold filter to our DoD to remove changes that could have been due to artifacts and/or imperfect georeferencing. The 0.3 m value for the threshold filter was chosen based on the stated accuracy of the LiDAR as well as a comparison of areas of significant topographic change mapped in aerial photographs with those predicted using a range of candidate threshold values for the DoD filter. We developed an automated procedure that accepts the DoD map as input and computes, for every pixel in the DEM, the net sediment volume exported through each pixel by colluvial and/or fluvial processes using a digital routing algorithm. An analysis of the resulting sediment volume map for the Las Conchas fire demonstrates that sediment volume is proportional to upstream contributing area. After normalized by contributing area, the average sediment yield (defined as the sediment volume divided by the contributing area) increases as a power‐law functions of the average terrain slope and soil burn severity class (SBSC) with exponents equal to approximately 1.5. Our analysis quantifies the relationships among sediment yield, average terrain slope, and average soil burn severity class at the watershed scale and should prove useful for predicting the geomorphic response of wildfire‐affected drainage basins. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

Using OSL to assess hypotheses related to the impacts of land use change with the early nineteenth century arrival of Europeans in south‐eastern Australia: an exploratory case study from Grabben Gullen Creek,New South Wales          下载免费PDF全文

Esperanza Muñoz‐Salinas  Paul Bishop  David Sanderson  Tim Kinnaird 《地球表面变化过程与地形》2014,39(12):1576-1586

A common explanation for intense soil erosion and gullying in SE Australia is the introduction by Europeans of new land use practices following their arrival in Australia in the late 18th century. Eucalyptus woodlands were cleared to introduce farming, and valley bottoms, characterized by chains of ponds with organic‐rich swampy meadow (SM) soils, were subsequently buried by thick deposits of ‘post‐settlement alluvium’ (PSA) generated by erosion in the catchment. In this study, optically stimulated luminescence (OSL) is used to evaluate the source(s) of the PSA in Grabben Gullen Creek (GGC), Australia. We use a portable OSL reader to measure total photon counts on bulk polymineral and polygrain‐size samples from nine profiles along the Creek. We use these luminescence signals as geotracers of sediment source(s) and transport pathways. We obtained higher luminescence signals in the PSA than in the SM sediments, suggesting different sources and fluvial transport conditions for these two widespread sedimentary units. Portable OSL reader data from soils in the GGC catchment that are potential sources for the SM sediments and PSA show that the high luminescence signals recorded in the PSA are similar to those from subsoil samples in granite soils, suggesting that the PSA was derived by gullying of granite subsoils. In the SM sediments, luminescence signals decrease upwards from the base of the profile, as expected in well‐reset fluvial deposits, but with one or more changes in gradient in the profile of photon counts with depth, most likely indicating changes in sediment deposition rates. To calculate deposition rates in the SM sediments, several samples were dated using OSL. The OSL ages produced low scatter in the equivalent doses, confirming the well‐reset nature of the grains composing the SM and indicating a process of sediment transport in dilute flows, as is interpreted from the portable OSL signals. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献