塔里木盆地南缘8.5 ka以来的黄土岩石磁学特征及其磁化率变化机制          下载免费PDF全文

吕爽  韩文霞  张涛  韩凤清  卢胜城  马学海  张志高 《地球物理学报》2019,62(8):3053-3066

黄土岩石磁学参数是古气候研究中的重要指标，其中磁化率应用最为广泛，并在黄土高原地区取得重大进展，其受控于成壤作用的变化机制也被普遍接受.然而在黄土高原外缘的新疆地区，磁化率的变化机制仍不明确，导致磁化率的古气候意义在该区存在较大争议.本文选取塔里木盆地南缘具有精确年代控制的典型黄土剖面（羊场剖面）开展岩石磁学和高分辨率磁化率研究，利用交叉小波分析方法并结合剖面粒度、矿物及元素特征对该地区磁化率变化机制进行初步探讨.结果显示，羊场剖面的岩石磁学性质主要由粗颗粒软磁性矿物所控制，同时也表现出一定的顺磁性特征.根据载磁矿物和磁化率变化特征可将剖面进一步划分为两个阶段：阶段Ⅰ（8.5~2.5 ka），载磁矿物以亚铁磁性的磁铁矿为主，磁化率值整体较高；阶段Ⅱ（2.5~0.2 ka），亚铁磁性矿物依然占据主导地位，但硬磁性矿物和以黄铁矿为代表的顺磁性矿物相对增多，磁化率值显著降低.相关性研究和交叉小波分析表明：阶段Ⅰ磁化率与粗颗粒组分的变化具有一致性，符合"风速论"模式；阶段Ⅱ磁化率不仅与粗颗粒组分具有明显的正相关关系，而且与指示成壤作用强度的频率磁化率百分含量呈现出显著的负相关关系，暗示了阶段Ⅱ的磁化率变化可能受到"风速论"和"还原性成壤"模式的共同影响.本文拓宽了对新疆地区黄土岩石磁学特征及其磁化率变化机制的深入理解，也为利用磁化率恢复新疆及中亚地区全新世以来的古气候变化历史提供了新的线索.  相似文献   

Political ecology of tiger conservation in India: Adverse effects of banning customary practices in a protected area     

Nitin D. Rai  Tor A. Benjaminsen  Siddhartha Krishnan  C. Madegowda 《Singapore journal of tropical geography》2019,40(1):124-139

Protected areas have had significant impacts on local communities primarily through the physical removal of people. In some instances, people continue to live within protected areas due to the inability of the state to evict them. The restrictions on livelihoods placed on people living inside protected areas lead to in situ displacement. We show how conservation enclosures in the Biligiri Rangaswamy Temple Tiger Reserve have produced a class of people that the state ‘lets die’ by banning customary practices such as fire use, hunting and harvesting of forest produce. Using longitudinal ethnographic, socio‐economic and ecological data, we demonstrate that conservation policy has alienated indigenous forest dwellers from their agricultural and forest‐land. The outcomes of conservation policy include dispossession through increased crop losses, reduced income from agriculture and forest produce, as well as a forest that is dominated by weeds due to fire suppression. The ban on hunting in particular has increased wildlife densities, which has enabled the state to accumulate revenues through the establishment of wildlife tourism facilities. All in all, centralized protected area governance has changed the relationships among people, forest and the state in a way that has produced adverse effects for both livelihoods and the ecosystem.  相似文献   

国家安全发展示范城市建设的震灾预防对策研究     

申文庄  贾启超  李峰 《震灾防御技术》2018,13(4):997-1002

我国地震多、强度大、分布广，强地震的现实危害和潜在威胁是我国城市安全发展所面临的重大挑战。国内外城市地震灾害惨痛经验表明，震灾预防能力建设不足的城市往往在强震中毁于一旦。实现我国城市安全可持续发展，必须高度重视和持续推进城市震灾预防能力建设，切实防控和消除地震灾害风险。本文在深入分析城市地震灾害影响因素的基础上，从震灾预防能力建设、城市地震灾害风险防控工作、法规及技术标准和评价体系等方面入手，提出了进一步加强城市震灾预防能力建设的对策建议。  相似文献   

Simplified multi-block constitutive model predicting earthquake-induced landslide triggering and displacement along slip surfaces of saturated sand     

《Soil Dynamics and Earthquake Engineering》2014

Slopes consisting of saturated sand have recently moved down-slope tens or hundreds of meters under the action of earthquakes. This paper presents a simplified but accurate method predicting the triggering and displacement of such landslides. For this purpose, a simplified constitutive model simulating soil response of saturated sands along slip surfaces is proposed and validated. Then, this constitutive model is coupled with the multi-block sliding system model to predict the triggering and displacement of such slides. The multi-block model considers a general mass sliding on a trajectory which consists of n linear segments. The steps needed to apply this method are described in detail. The method was applied successfully to predict the triggering, the motion and the final configuration of the well-documented (a) Higashi Takezawa, (b) Donghekou and (c) Nikawa earthquake-induced slides.  相似文献   

Critical Top Tension for Static Equilibrium Configuration of A Steel Catenary Riser     

Chainarong ATHISAKUL  Karun KLAYCHAM  Somchai CHUCHEEPSAKUL 《中国海洋工程》2014,(6):829-842

This paper aims to present the critical top tension for static equilibrium configurations of a steel catenary riser（SCR） by using the finite element method. The critical top tension is the minimum top tension that can maintain the equilibrium of the SCR. If the top tension is smaller than the critical value, the equilibrium of the SCR does not exist. If the top tension is larger than the critical value, there are two possible equilibrium configurations. These two configurations exhibit the nonlinear large displacement. The configuration with the smaller displacement is stable, while the one with larger displacement is unstable. The numerical results show that the increases in the riser＇s vertical distances, horizontal offsets, riser＇s weights, internal flow velocities, and current velocities increase the critical top tensions of the SCR. In addition, the parametric studies are also performed in order to investigate the limit states for the analysis and design of the SCR.  相似文献   

A stress and displacement discontinuity element method for elastic transversely anisotropic rock     

A. Bobet  V. García Marín 《国际地质力学数值与分析法杂志》2014,38(18):1898-1922

The paper presents closed‐form solutions for stress and displacement influence functions for stress discontinuity (SD) and displacement discontinuity (DD) elements, for a two‐dimensional plane‐strain elastic, transversely anisotropic medium. The solutions for SD elements are based on Kelvin's problem and for DD elements on the concept of dipoles. Stress and displacement influence functions are derived for the following elements: constant SD, linear SD, constant DD, linear DD, square root DD, parabolic DD, constant DD surface, and linear DD surface elements. The formulations are incorporated into FROCK, a hybridized boundary element method code, and are validated by providing comparisons between the results from FROCK and the finite element code ABAQUS. A limited parametric analysis shows the effects of slight anisotropy on the stress field around the tip of a crack and of the orientation of the crack with respect to the axes of elastic symmetry. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

A nonstationary extreme value distribution for analysing the cessation of karst spring discharge          下载免费PDF全文

Yan Liu  Yonghong Hao  Yonghui Fan  Tongke Wang  Xueli Huo  Youcun Liu  Tian‐Chyi J. Yeh 《水文研究》2014,28(20):5251-5258

The effects of climate change and population growth in recent decades are leading us to consider their combined and potentially extreme consequences, particularly regarding hydrological processes, which can be modeled using a generalized extreme value (GEV) distribution. Most of the GEV models were based on a stationary assumption for hydrological processes, in contrast to the nonstationary reality due to climate change and human activities. In this paper, we present the nonstationary generalized extreme value (NSGEV) distribution and use it to investigate the risk of Niangziguan Springs discharge decreasing to zero. Rather than assuming the location, scale, and shape parameters to be constant as one might do for a stationary GEV distribution analysis, the NSGEV approach can reflect the dynamic processes by defining the GEV parameters as functions of time. Because most of the GEV model is designed to evaluate maxima (e.g. flooding, represented by positive numbers), and spring discharge cessation is a ?minima’, we deduced an NSGEV model for minima by applying opposite numbers, i.e. negative instead of positive numbers. The results of the model application to Niangziguan Springs showed that the probability of zero discharge at Niangziguan Springs will be 1/80 in 2025, and 1/10 in 2030. After 2025, the rate of decrease in spring discharge will accelerate, and the probability that Niangziguan Springs will cease flowing will dramatically increase. The NSGEV model is a robust method for analysing karst spring discharge. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

水平低周往复位移下单桩-土相互作用试验研究     

黄福云  陈汉伦  董锐  单玉麟 《岩土力学》2020,41(5):1625-1634

整体式桥台无伸缩缝桥梁（以下简称整体桥）桩基应设计为柔性桩，以保证较好的抗水平变形能力。但是，我国相关规范中判别柔性桩的算法主要应用于单向水平受荷桩，可否沿用至整体桥桩基还有待验证。为此，根据一种特殊设计的桩身变形测量方法，对3根埋深不同的混凝土模型桩进行了低周水平往复位移下的拟静力试验，研究单桩-土体系的抗震性能和相互作用机制。研究表明，水平往复位移下混凝土桩在埋深为3D～6D（D为桩径）范围内开裂；桩的埋深越大，桩身挠曲程度越大、变形特征点位置也越深、桩-土体系的抗弯刚度也越大、水平极限承载力也越高、抗震性能也越强。研究还表明，桩-土体系进入弹塑性阶段后，柔性桩的水平工作性状将逐渐向刚性桩退化。另外，在判别整体桥桩基的水平工作性状时，我国相关规范中的规定偏不安全。实际工程中，建议以Broms方法进行参考计算。  相似文献   

改进的层次分析法与模糊综合评价在评估水库诱发地震震级上限中的应用          下载免费PDF全文

李龙师  金波  冯志仁 《世界地震工程》2020,(3):223-232

为了评估水库诱发地震震级上限，收集了150余例水库诱发地震的震例资料；利用改进的层次分析法优化了各评价指标的权重；应用模糊综合评价方法评估了水库诱发地震震级上限；结合二滩水电站水库诱发地震实例与目前评估水库诱发地震震级最常用的灰色聚类分析法的评价结果进行了对比分析。结果表明:层次分析法与模糊综合评价相结合的震级上限评估方法评价结果更加可靠，可对水库及水工建筑物的建设位置及抗震设防提供参考。  相似文献   

贵州省沿河县耕地土壤酸化现状及改良对策   总被引：1，自引：0，他引：1       下载免费PDF全文

夏瑞  谢东明  张与伦 《贵州地质》2020,37(3):409-415

土壤酸化是耕地退化的一种表现形式，在酸性、强酸性土壤中，多数农作物的生长会受到影响，会明显降低作物的生产能力。本文通过对比沿河县1980—1981年第二次土壤普查和2017—2019年耕地质量地球化学调查评价成果数据，分析全县土壤酸化现状和规律。结果表明，全县耕地土壤pH值分布于399880之间，平均为610。与1980—1981年第二次土壤普查时期相比，全县主要耕地土壤类型pH平均值均有下降，其中黄壤pH值降幅为591%；石灰土降幅为759%，从中性下降为酸性；紫色土降幅为2209%，从碱性降为酸性；全县主要土地利用类型土壤酸化范围变大，主要从中性转化为酸性，酸性转化为强酸性，耕地土壤酸化程度加深，水田酸化程度高于旱地。建议通过推进测土配方施肥工作合理调整化肥施用比例，大力提高耕地土壤有机质含量，积极推广使用石灰、白云石、粉煤灰、碱渣、生物质碳等生物改良剂，因地制宜建立土壤改良示范点等多项对策来缓解和治理耕地土壤酸化。  相似文献