马起乏地磁测点迁移与优化

为保证三河电厂的建设以及地震监测预报工作的持续进行，开展了马起乏测点迁移优化工作。按照测点迁移原则与实施技术方案，收集整理了三河及其附近地区的地质构造、地震活动性、航磁、地球物理等方面的基本资料。在马起乏周围１０－１５ｋｍ范围内进行了野外实地考察与勘测工作。经过分析比较，确定田庄、灵山、东兴在为合适的测点迁移的新地址。     

田庄等测点周围的磁场梯度测量

磁场梯度测量是选建地磁测点过程中的一项重要工作。在田庄、灵山、东兴庄测点周围，进行了磁场梯度的一般测量与详细测量，结果显示，各测桩的水平方向与垂直方向的磁场梯度均不大于１．０ｎＴ／ｍ。完全符合磁测规范的要求。     

Late Permian- Early Triassic Conodont Biofacies and Bioprovinces in South China and Himalaya

On the basis of existing conodont data, the authors have studied the Late Permian-Early Triassic conodonts of different forms and biofacies in detail. Five conodont biofacies are recognized, from shallow to deep waters 1. Hindeodus conodont biofacies, 2. Pachycladina-Parachi rognathus conodont biofacies, 3. Gondolella -Hindeodus conodont biofacies, 4. Gondolella-Neospathodus conodont biofacies, and 5. Xaniognathus conodont biofacies. Considering the temporal and spatial changes of these conodont biofacies, 3 conodont bloprovinces have been divided. In light of the biofacies changes of each bioprovince, the authors also discuss, in this paper, the regularity of transgression-regression cycles of eastern Tethys and their possible relation to the mass biotic alternation.     

海南戈枕剪切带构造岩石英组构和超微构造研究

海南戈枕剪切带南部二甲－不磨地区糜棱岩类构造岩石英组构和超微构造呈现有规律的变化，表现在从剪切带边部至中心，从南西段到北东段，石英组构的剪切角由大变小，由单极密环带组构向多极密环带组构变化。用位错密度法和重结晶石英粒度法估算的差异应力和应变速率值，以剪切带北东段中心（２４５．６ＭＰａ，３．３４×１０￣（－１３）／ｓ）最大，向边部（１６２．９ＭＰａ，５．８３×１０￣（－１６）／ｓ）和南西段（１４９．１ＭＰａ，４．６３×１０￣（－１６）／ｓ）变小，表明剪切带北东段中心处于韧性域，边部和南西段处于韧脆性域。用这些资料较好地解释了该区金矿床的空间分布，含金地质体及工业矿体（富矿包）的产状等。     

某新型梁柱节点的装配式钢筋混凝土框架结构基于性能的抗震设计研究

在一种新型无黏结预应力装配式混凝土梁柱框架节点抗震性能试验基础之上，使用基于位移的抗震设计方法对新型框架节点的无黏结预应力装配式钢筋混凝土框架结构进行整体抗震设计研究。首先使用有限元软件sap2000进行预应力三维结构设计并建立相应的有限元模型，同时建立该梁柱节点的梁恢复力模型，进而实现自定义塑性铰本构关系研究该装配式框架结构。使用pushover分析去表征结构的抗震性能，对比研究不同目标位移下的相应性能水平要求。通过施加Y方向均匀分布荷载对结构进行弹塑性推覆分析，对结构的层间位移角、破坏机制进行分析讨论。结果表明：按照"功能良好""生命安全""防止倒塌"三水平的设计均达到预期结果，各层层间位移角和薄弱层的性能均能满足规范的相应要求。并选用三条地震波对结构进行弹塑性动力时程分析，表明基于该新型梁柱节点的装配式结构在基于位移的抗震设计中可以较好满足相关抗震性能水平要求。     

天津市西郊富硒土壤地球化学特征和成因分析

为了查明天津市西郊富硒土壤的地球化学特征和成因,开展针对土壤-大气-水体-作物的调查研究工作。结果显示:研究区土壤Se元素平均值为0.66 mg/kg,是天津市土壤背景值的2.87倍,有83%为富硒土壤。土壤Se元素被颗粒状有机物质大量固定和吸附,富集于耕层土壤。耕层土壤Se元素与粗砂粒、细砂粒、Pb、Zn、Cd、Cu、Hg、N、P等指标显著正相关,与黏粒、粉粒、Na、K、Mg、As、CEC、pH等指标显著负相关。农民大量持续使用富含Se的有机肥是土壤Se元素显著富集的主要原因,占输入总通量的86.55%;大气沉降是次要原因,占13.35%。研究区土壤Se元素的年增加量为0.019 mg/kg,按2.77%的速度逐年增长。     

An integrated framework of coastal flood modelling under the failures of sea dikes: a case study in Shanghai

Natural Hazards - Climate change leads to sea level rise worldwide, as well as increases in the intensity and frequency of tropical cyclones (TCs). Storm surge induced by TC’s, together with...     

Assessment of provincial waterlogging risk based on entropy weight TOPSIS–PCA method

Natural Hazards - Over the past few years, urban waterlogging disasters have caused serious losses to the national economy of China; therefore, creating technology for assessing waterlogging risk...     

The 2015 Shenzhen catastrophic landslide in a construction waste dump: analyses of undrained strength and slope stability

The 2015 catastrophic landslide in a 110-m-high waste dump in Shenzhen is recognized as one of the largest landfill failure worldwide. An earlier comprehensive field investigation revealed that the dominant component of the fill was completely decomposed granite (CDG), and the dumping operation was accompanied by a rise of the groundwater level. In this paper, the complex stress paths for the initially unsaturated fill materials being subjected to both rapid filling and wetting were investigated. A simplified method was proposed for estimating the gain of undrained shear strength under the complex stress paths. Soil samples were taken from the site to a laboratory to measure the undrained shear strength and validate the estimation method. Total stress-based stability analyses were carried out to calculate the factor of safety of the dump at failure. The triggering mechanism of the landslide is clarified as follows: The gain of shear strength with the surcharge loading for the wet layer in the lower part of the waste dump was limited by a build-up of excess pore-water pressure. The gain of shear strength for the relatively dry fill material was attenuated with the rise of groundwater level. When the shear strength was not enough to resist the increasing slip force with the surcharge loading, a deep-seated translational failure took place in the lower wet layer of the waste dump. The proposed method for analyses of undrained strength and slope stability are proven to be applicable to the waste-dumping operation with rapid filling and rising groundwater level.

     

舟山近海海相吹填泥浆的性状研究及处理技术建议

通过对临近长峙岛一侧的海相吹填泥浆的物理化学及力学分析,结果表明:海相吹填泥浆的含水率高,初始孔隙比大,初始极限抗剪强度低;海相吹填泥浆含盐量高,且离子交换量偏大,致使微观颗粒被较厚的扩散水膜所包围;土粒骨架间的水膜较厚,各向异性的超载会加剧吹填料的体积变形,破坏粒间结构;天然状态下吹填泥浆的"片架-片堆"结构特征极为显著,微观-介观结构极不稳定,若盐类矿物出现降解、析出,其固相骨架将被局部化破坏。本文对舟山长峙岛海域的原位海洋土的研究可以了解吹填泥浆的性状,以期为真空预压排水固结技术用于区域内围海造陆工程提供科学依据。